Andhra Pradesh Township And Infrastructure Development Corporation Tender
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Andhra Pradesh Township And Infrastructure Development Corporation - APTIDCO Tender
Civil And Construction
Civil Works Others
Construction Works
Opening Date2 Feb 2022
Closing Date14 Mar 2022
Tender Amount₹ 57,29,03,739
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
475336Bid Award Id
ViewTender No
02/APTIDCO/KNL/2021-22, DT.30-01-2022Tender Authority
Andhra Pradesh Township And Infrastructure Development Corporation ViewPurchaser Address
-Website
http://https://www.aptidco.com/
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Documents
BOQ Items
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
2099.63
-
3177937
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
2598.5
-
6096393
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
2263.65
-
14459310
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
47.85
-
289934
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
3.65
-
288425
S1;DRAINS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
2249.37
-
262681
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
505.97
-
644093
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
337.31
-
1459696
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
337.31
-
1839237
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
518.95
-
4165357
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
196.13
-
1260038
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
7.85
-
651151
S1;CULVERTS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
19.5
-
2277
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
19.5
-
24823
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
13
-
56257
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
13
-
70885
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
46.8
-
375673
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
30.94
-
198796
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
1.86
-
153987
S1;SEWARGE LINES Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system class SN-8 with non smooth external annual corrugated &smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to worksite including loading , unloading charges but excluding all taxes etc., complete as directed by the Departmental authorities
-
-
-
S1;Cost of OD 295mm Dia. DWC Pipe (250 I.D)
542
-
508027
S1;Cost of OD 235mm Dia. DWC Pipe (200 I.D)
320
-
192326
S1;Cost of OD 180mm Dia. DWC Pipe (150 I.D)
440
-
159971
S1;Cost of OD 120mm Dia. DWC Pipe (100 I.D)
300
-
61353
S1;Lowering,Laying of Class SN 8 Double wall corrogated(DWC) Pipping systemin into ready made trenches,laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Laying & Jointing of OD 295mm Dia. DWC Pipe (250 I.D)
542
-
113153
S1;Laying & Jointing ofOD 235mm Dia. DWC Pipe (200 I.D)
320
-
42720
S1;Laying & Jointing of OD 180mm Dia. DWC Pipe (150 I.D)
440
-
35618
S1;Laying & Jointing ofOD 120mm Dia. DWC Pipe (100 I.D)
300
-
13209
S1;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
224157
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
142439
S1;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1864.35
-
217719
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
158.69
-
202004
S1;GLSR Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
76.29
-
8909
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
4.24
-
5396
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
4.24
-
18344
S1;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities.
-
-
-
S1;GLSR Bottom Slab
6.6
-
46256
S1;GLSR SIDE WALLS.
9.99
-
162314
S1;GLSR Top Ring Beam
1.24
-
14601
S1;GLSR Top dome Slab
1.62
-
26354
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
2.33
-
193603
S1;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities
78.96
-
258198
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
29.91
-
7125
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.
2
-
1507
S1;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities
2
-
95214
S1;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete and as directed by the Departmental authorities
50
-
10591
S1;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.
2
-
24647
S1;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities
2
-
36669
S1;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities
30
-
25973
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities
1
-
4336
S1;ELSR Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures: A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.
300
-
8812377
S1;PUMP ROOM Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
6.4
-
747
S1;Filling with Gravel for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.45
-
2854
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course forPump Room.
1.15
-
4977
S1;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Footings
0.49
-
4522
S1;Plinth Beam
0.63
-
7535
S1;Columns
0.92
-
11497
S1;Roof Beams
0.63
-
7312
S1;Roof slab
1.4
-
16897
S1;Lintels
0.07
-
839
S1;Chajjas
0.48
-
5927
S1;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.
7.5
-
2748
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.
64.62
-
23187
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.
7.4
-
47128
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.3
-
24488
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities
1
-
7726
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities
0.35
-
102
S1;Painting to Doors and M.S.Grills with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
314
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
64.62
-
15340
S1;Water supply Manufacture, Supplying and delivery of OD 250mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
-
-
-
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
630
-
709330
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
560
-
405289
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
250
-
86633
S1;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
290
-
32950
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
57214
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
44092
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa)
8
-
113379
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
28345
S1;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities
2
-
7512
S1;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.
2
-
25720
S1;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.
2
-
269
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
3
-
8494
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities
2
-
2913
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.
2
-
1004
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
6542
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
10512
S1;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
4080
S1;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
9257
S1;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
5120
S1;Manufacture, Supplying and delivery of OD 160mm x 200mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
2359
S1;Manufacture, Supplying and delivery of 250mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
-
-
-
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1393
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
764
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
20
-
3908
S1;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities.
20
-
362182
S1;Earthwork in excavation as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities for pipe line trench work
1645.25
-
192132
S1;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.
190.95
-
243077
S1;Lowering, Laying and Jointing of 250mm Dia. HDPE Pipes by butt fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete for finished item of work as directed by the Department authorities
-
-
-
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
630
-
65533
S1;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
560
-
39357
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
250
-
8508
S1;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
537
S1;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
326
S1;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
5
-
961
S1;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
2
-
384
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 250mm Dia. Sluice Valve. as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete forr 200mm Dia. Sluice Valve as directed by the Departmental Authorities.
2
-
1065
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve. as directed by the Departmental Authorities.
2
-
984
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve. as directed by the Departmental Authorities.
16
-
5378
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
105
-
37227
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.
14
-
94959
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values.
21
-
2648
S1;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints
8.1
-
856
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1279
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
720
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
5
-
381
S1;KERB WALL: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)
4053.5
-
2201374
S1;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
810.7
-
259299
S1;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities
810.7
-
309080
S1;SEPTIC TANK: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
2520
-
294286
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
151.2
-
192476
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
151.2
-
643103
S1;VRCC. M20 grade Nominal mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work..
631.89
-
4449599
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
31.87
-
2643209
S1;APROACH ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
1801.35
-
210362
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
1802.7
-
1771874
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
1801.35
-
2726469
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
2251.8
-
5282993
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
2100
-
13413978
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
3.32
-
261998
S1;OUTFALL DRAINS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
2812.5
-
328444
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
281.25
-
358028
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
281.25
-
1217098
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
281.25
-
1533561
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
500
-
4013255
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
743.75
-
4778158
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
34.62
-
2872115
S1;Driling of Bore Well of 450 mm dia. Insertion of Pipe with 12.5 HP Submersible : Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely.
1500
-
2040000
S1;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.
1500
-
1732500
S1;180mm dia. Pvc Casing pipe perforation charge
1500
-
513000
S1;Supply & Fixing of 180mm dia. PVC Bor Cap
6
-
1890
S1;Geological Survey charges excluding taxes for Plain Area
6
-
7800
S1;Supply and Transportation of 12.5 HP, 8-12 Stage, 5 starrated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha
6
-
396234
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
3240
-
584658
S1;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the dept., of make L&T/Schneider/Siemens/ Hager.
6
-
73940
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
6
-
110008
S1;Manufacture, Supplying and delivery of OD 50mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (from Bore hole pipe)
150
-
11418
S1;KADAPA PHASE-II PHYSICAL INFRASTRCTURE ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
2188.58
-
255582
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
2144.63
-
2107957
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms
2903.04
-
2605391
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
2138.63
-
3236966
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
2670
-
6264140
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
2482.5
-
15857238
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
46.5
-
281731
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
3.99
-
314947
S1;DRAINS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
2535.17
-
296057
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
573.93
-
730605
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
382.62
-
1655773
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
382.62
-
2086297
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
584.94
-
4695027
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
222.29
-
1428075
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
8.89
-
737418
S1;CULVERTS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
15.6
-
1822
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
15.6
-
19859
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
10.4
-
45006
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
10.4
-
56708
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
37.44
-
300513
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
24.75
-
159003
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
1.49
-
123594
S1;SEWARGE LINES Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system class SN-8 with non smooth external annual corrugated &smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to worksite including loading , unloading charges but excluding all taxes etc., complete as directed by the Departmental authorities
-
-
-
S1;Cost of OD 295mm Dia. DWC Pipe (250 I.D)
300
-
281196
S1;Cost of OD 235mm Dia. DWC Pipe (200 I.D)
610
-
366622
S1;Cost of OD 180mm Dia. DWC Pipe (150 I.D)
440
-
159971
S1;Cost of OD 120mm Dia. DWC Pipe (100 I.D)
385
-
78736
S1;Lowering,Laying of Class SN 8 Double wall corrogated(DWC) Pipping systemin into ready made trenches,laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Laying & Jointing of OD 295mm Dia. DWC Pipe (250 I.D)
300
-
62631
S1;Laying & Jointing ofOD 235mm Dia. DWC Pipe (200 I.D)
610
-
81435
S1;Laying & Jointing of OD 180mm Dia. DWC Pipe (150 I.D)
440
-
35618
S1;Laying & Jointing ofOD 120mm Dia. DWC Pipe (100 I.D)
385
-
16952
S1;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
224157
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
142439
S1;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1952.9
-
228060
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
227.4
-
289477
S1;GLSR Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
76.29
-
8909
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
4.24
-
5397
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
4.24
-
18344
S1;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities.
-
-
-
S1;GLSR Bottom Slab
6.6
-
46248
S1;GLSR SIDE WALLS.
9.99
-
162308
S1;GLSR Top Ring Beam
1.24
-
14595
S1;GLSR Top dome Slab
1.62
-
26344
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
2.33
-
193272
S1;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities
78.96
-
258784
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
29.91
-
7125
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.
2
-
1507
S1;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities
2
-
95154
S1;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete and as directed by the Departmental authorities
50
-
10576
S1;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.
2
-
24639
S1;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities
2
-
36662
S1;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities
30
-
25973
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities
1
-
4329
S1;ELSR Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures: A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.
300
-
8812377
S1;PUMP ROOM Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
6.4
-
747
S1;Filling with Gravel for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.45
-
2854
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course forPump Room.
1.15
-
4977
S1;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Footings
0.49
-
4521
S1;Plinth Beam
0.63
-
7486
S1;Columns
0.92
-
11437
S1;Roof Beams
0.63
-
7265
S1;Roof slab
1.4
-
17369
S1;Lintels
0.07
-
832
S1;Chajjas
0.48
-
5926
S1;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.
7.5
-
2748
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.
64.62
-
23187
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.
7.4
-
47125
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.29
-
24470
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities
1
-
7726
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities
0.35
-
102
S1;Painting to Doors and M.S.Grills with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
314
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
64.62
-
15393
S1;Water supply Manufacture, Supplying and delivery of OD 250mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
-
-
-
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
2340
-
3328556
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
200
-
144746
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
970
-
336134
S1;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
430
-
48857
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
57214
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
44092
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa)
8
-
113379
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
28345
S1;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities
2
-
7512
S1;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.
2
-
25720
S1;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.
2
-
269
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
3
-
8494
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities
2
-
2913
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.
2
-
1004
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
6542
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
10
-
17519
S1;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
4080
S1;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
9257
S1;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
5120
S1;Manufacture, Supplying and delivery of OD 160mm x 200mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
2359
S1;Manufacture, Supplying and delivery of 250mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
-
-
-
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1393
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
764
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
20
-
3908
S1;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities.
20
-
362182
S1;Earthwork in excavation as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities for pipe line trench work
3867.65
-
451664
S1;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.
443.85
-
565015
S1;Lowering, Laying and Jointing of 250mm Dia. HDPE Pipes by butt fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete for finished item of work as directed by the Department authorities
-
-
-
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
2340
-
243407
S1;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
200
-
14056
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
970
-
33009
S1;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
537
S1;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
326
S1;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
5
-
961
S1;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
2
-
384
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 250mm Dia. Sluice Valve. as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete forr 200mm Dia. Sluice Valve as directed by the Departmental Authorities.
2
-
1065
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve. as directed by the Departmental Authorities.
2
-
984
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve. as directed by the Departmental Authorities.
16
-
5378
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
105
-
37227
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.
14
-
94959
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values.
21
-
2648
S1;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints
8.1
-
856
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1279
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
720
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
5
-
381
S1;KERB WALL: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)
4627.5
-
2513101
S1;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
925.5
-
296015
S1;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities
925.5
-
352846
S1;SEPTIC TANK: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
2625
-
306548
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
157.5
-
200495
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
157.5
-
669899
S1;VRCC. M20 grade Nominal mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work..
732.15
-
5155566
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
37.63
-
3121295
S1;APROACH ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
841.35
-
98253
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
716.7
-
704444
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
841.35
-
1273442
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
1051.8
-
2467649
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
980
-
6259856
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
1.55
-
122249
S1;OUTFALL DRAINS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
3375
-
394133
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
337.5
-
429633
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
337.5
-
1460518
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
337.5
-
1840273
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
600
-
4815906
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
892.5
-
5733759
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
41.55
-
3446638
S1;Driling of Bore Well of 450 mm dia. Insertion of Pipe with 12.5 HP Submersible : Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely.
2000
-
2720000
S1;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.
2000
-
2310000
S1;180mm dia. Pvc Casing pipe perforation charge
2000
-
684000
S1;Supply & Fixing of 180mm dia. PVC Bor Cap
8
-
2520
S1;Geological Survey charges excluding taxes for Plain Area
8
-
10400
S1;Supply and Transportation of 12.5 HP, 8-12 Stage, 5 starrated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha
8
-
528312
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
4320
-
779544
S1;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the dept., of make L&T/Schneider/Siemens/ Hager.
8
-
98586
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
8
-
146677
S1;Manufacture, Supplying and delivery of OD 50mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (from Bore hole pipe)
200
-
15224
S1;JAMMALAMADUGU PHASE-II PHYSICAL INFRASTRCTURE ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
1534.43
-
177718
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
1487.78
-
1395642
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms
1524.95
-
1300233
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
1484.48
-
2245410
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
1855.8
-
4351034
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
1729
-
10857947
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
43.8
-
260654
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
2.8
-
219203
S1;DRAINS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1555.33
-
180138
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
349.85
-
413372
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
233.23
-
990148
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
233.23
-
1251811
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
358.83
-
2850692
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
135.62
-
853294
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
5.42
-
446315
S1;CULVERTS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
10.72
-
1242
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
10.72
-
12672
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
7.15
-
30354
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
7.15
-
38376
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
25.74
-
204489
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
17.02
-
107068
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
1.02
-
84001
S1;SEWARGE LINES Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system class SN-8 with non smooth external annual corrugated &smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to worksite including loading , unloading charges but excluding all taxes etc., complete as directed by the Departmental authorities
-
-
-
S1;Cost of OD 295mm Dia. DWC Pipe (250 I.D)
250
-
234330
S1;Cost of OD 235mm Dia. DWC Pipe (200 I.D)
370
-
222377
S1;Cost of OD 180mm Dia. DWC Pipe (150 I.D)
250
-
90893
S1;Cost of OD 120mm Dia. DWC Pipe (100 I.D)
360
-
73624
S1;Lowering,Laying of Class SN 8 Double wall corrogated(DWC) Pipping systemin into ready made trenches,laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Laying & Jointing of OD 295mm Dia. DWC Pipe (250 I.D)
250
-
50105
S1;Laying & Jointing ofOD 235mm Dia. DWC Pipe (200 I.D)
370
-
47419
S1;Laying & Jointing of OD 180mm Dia. DWC Pipe (150 I.D)
250
-
19428
S1;Laying & Jointing ofOD 120mm Dia. DWC Pipe (100 I.D)
360
-
15214
S1;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
224157
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
21
-
142439
S1;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1365.45
-
158146
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
160.65
-
189819
S1;GLSR Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
76.29
-
8836
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
4.24
-
5009
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
4.24
-
17996
S1;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities.
-
-
-
S1;GLSR Bottom Slab
6.6
-
45466
S1;GLSR SIDE WALLS.
9.99
-
160297
S1;GLSR Top Ring Beam
1.24
-
14301
S1;GLSR Top dome Slab
1.62
-
25806
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
2.33
-
191902
S1;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities
78.96
-
251903
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
29.91
-
6890
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.
2
-
1507
S1;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities
2
-
94831
S1;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete and as directed by the Departmental authorities
50
-
10508
S1;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.
2
-
24600
S1;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities
2
-
36595
S1;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities
30
-
25973
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities
1
-
4302
S1;ELSR Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures: A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.
300
-
8812377
S1;PUMP ROOM Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
6.4
-
741
S1;Filling with Gravel for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.45
-
2843
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course forPump Room.
1.15
-
4882
S1;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Footings
0.49
-
4417
S1;Plinth Beam
0.63
-
7324
S1;Columns
0.92
-
11183
S1;Roof Beams
0.63
-
7119
S1;Roof slab
1.4
-
16539
S1;Lintels
0.07
-
818
S1;Chajjas
0.48
-
5784
S1;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.
7.5
-
2644
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.
64.62
-
22289
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.
7.4
-
46172
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.3
-
24289
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities
1
-
7680
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities
0.35
-
102
S1;Painting to Doors and M.S.Grills with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
305
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
64.62
-
14888
S1;Water supply Manufacture, Supplying and delivery of OD 250mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
-
-
-
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
250
-
281480
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
350
-
253306
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
550
-
190592
S1;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
260
-
29541
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
57214
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
44092
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa)
5
-
70862
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
28345
S1;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities
2
-
7512
S1;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.
2
-
25720
S1;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.
2
-
269
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
3
-
8494
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities
2
-
2913
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.
2
-
1004
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
6542
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
10512
S1;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
4080
S1;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
9257
S1;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
5120
S1;Manufacture, Supplying and delivery of OD 160mm x 200mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
2359
S1;Manufacture, Supplying and delivery of 250mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
-
-
-
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1393
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
764
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
20
-
3908
S1;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities.
20
-
362182
S1;Earthwork in excavation as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities for pipe line trench work
1271.9
-
147311
S1;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.
150.53
-
177856
S1;Lowering, Laying and Jointing of 250mm Dia. HDPE Pipes by butt fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete for finished item of work as directed by the Department authorities
-
-
-
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
250
-
25340
S1;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
350
-
24021
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
550
-
18343
S1;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
537
S1;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
326
S1;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
5
-
961
S1;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
2
-
384
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 250mm Dia. Sluice Valve. as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete forr 200mm Dia. Sluice Valve as directed by the Departmental Authorities.
2
-
1054
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve. as directed by the Departmental Authorities.
2
-
983
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve. as directed by the Departmental Authorities.
10
-
3231
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
105
-
35766
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.
14
-
94959
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values.
21
-
2648
S1;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints
8.1
-
856
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1279
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
720
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
5
-
381
S1;KERB WALL: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)
2884.1
-
1566296
S1;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
576.82
-
182084
S1;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities
576.82
-
157840
S1;SEPTIC TANK: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
2415
-
279705
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
157.5
-
186097
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
157.5
-
1970371
S1;VRCC. M20 grade Nominal mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work..
686.25
-
10593779
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
34.88
-
2869277
S1;OUTFALL DRAINS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1350
-
156357
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
135
-
159512
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
135
-
573125
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
135
-
724583
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
240
-
1906658
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
357
-
2246173
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
16.62
-
1367380
S1;Driling of Bore Well of 450 mm dia. Insertion of Pipe with 12.5 HP Submersible : Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely.
1500
-
2040000
S1;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.
1500
-
1732500
S1;180mm dia. Pvc Casing pipe perforation charge
1500
-
513000
S1;Supply & Fixing of 180mm dia. PVC Bor Cap
6
-
1890
S1;Geological Survey charges excluding taxes for Plain Area
6
-
7800
S1;Supply and Transportation of 12.5 HP, 8-12 Stage, 5 starrated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha
6
-
396234
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
3240
-
584658
S1;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the dept., of make L&T/Schneider/Siemens/ Hager.
6
-
73940
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
6
-
110008
S1;Manufacture, Supplying and delivery of OD 50mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (from Bore hole pipe)
150
-
11418
S1;YERRAGUNTLA PHASE-II PHYSICAL INFRASTRCTURE ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
1688.75
-
195591
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
1636.2
-
1386990
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms
2181.9
-
1663175
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
1633.8
-
2471270
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
2042.4
-
4788529
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
1904
-
11797407
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
46.95
-
275467
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
3.08
-
241035
S1;DRAINS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
2166.28
-
250899
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
487.28
-
486793
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
324.85
-
1352682
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
324.85
-
1716079
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
499.78
-
3929805
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
188.89
-
1174272
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
7.55
-
621162
S1;CULVERTS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
7.8
-
903
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.8
-
7792
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
5.2
-
21653
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
5.2
-
27470
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
18.72
-
147197
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
12.38
-
76931
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.74
-
61010
S1;SEWARGE LINES Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system class SN-8 with non smooth external annual corrugated &smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to worksite including loading , unloading charges but excluding all taxes etc., complete as directed by the Departmental authorities
-
-
-
S1;Cost of OD 295mm Dia. DWC Pipe (250 I.D)
400
-
374928
S1;Cost of OD 235mm Dia. DWC Pipe (200 I.D)
250
-
150255
S1;Cost of OD 180mm Dia. DWC Pipe (150 I.D)
810
-
294492
S1;Cost of OD 120mm Dia. DWC Pipe (100 I.D)
387
-
79145
S1;Lowering,Laying of Class SN 8 Double wall corrogated(DWC) Pipping systemin into ready made trenches,laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Laying & Jointing of OD 295mm Dia. DWC Pipe (250 I.D)
400
-
80168
S1;Laying & Jointing ofOD 235mm Dia. DWC Pipe (200 I.D)
250
-
32040
S1;Laying & Jointing of OD 180mm Dia. DWC Pipe (150 I.D)
810
-
62945
S1;Laying & Jointing ofOD 120mm Dia. DWC Pipe (100 I.D)
387
-
16355
S1;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
30
-
320224
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
30
-
203485
S1;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
2020.8
-
234049
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
240.46
-
240225
S1;GLSR Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
135.63
-
15709
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.54
-
7527
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
7.54
-
31376
S1;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities.
-
-
-
S1;GLSR Bottom Slab
11.86
-
80834
S1;GLSR SIDE WALLS.
13.83
-
220966
S1;GLSR Top Ring Beam
1.71
-
19625
S1;GLSR Top dome Slab
1.62
-
25689
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
3.48
-
286488
S1;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities
116.66
-
58345
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
29.91
-
6890
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.
2
-
1507
S1;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities
2
-
94831
S1;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete and as directed by the Departmental authorities
50
-
10509
S1;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.
2
-
24600
S1;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities
2
-
36595
S1;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities
30
-
25973
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities
1
-
4302
S1;Constuction of OHSR / ELSR of 500 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof Emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc.,for pipe connections including cost of pipes Bends and Valves as per departmental designs and drawings and The ELSR shall be designed with minimum 2 Rows of Coloumns including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures:
500
-
14083857
S1;A). Pipe Connections and special with DI Materials
-
-
-
S1;1. All pipe connections for Inlet,Outlet,OverFlow,Scour pipes shall be provided with D/F DI Material
-
-
-
S1;2.The valves for above pipe connections also shall be of DI material of PN 16 Duty confirming to the specifications of SoR item No.28
-
-
-
S1;3. All Specials such as Bends Tees,Reducers,Duck foot Bends, Bell mouths etc., shall be of DI material. Sizes of vertical pipe connections are:
-
-
-
S1;3.1.Innlet Pipe:- 300mm dia
-
-
-
S1;3.2.Outlet Pipe:- 350mm dia
-
-
-
S1;3.3.Overflow Pipe:- 300mm dia
-
-
-
S1;3.4.Scour Pipe:- 200mm dia
-
-
-
S1;3.5.DI Valves:- 2No's
-
-
-
S1;C).Man Hole frames and covers made with CI/DI material with minimum size of 0.6X0.6- for roof and valve chambers.
-
-
-
S1;D). CI/DI double Swanneck ventilators(min of 150mm dia) in topdome and slab with flyproof necks- 4No's
-
-
-
S1;E).RCC Finial ventilator with fly/bird protection with GI Mesh-1No's DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's.
-
-
-
S1;F).RCC Precast ladders of 0.6m width-2No's
-
-
-
S1;G). Doglegged stair case of 1m flight width and 1.2m landing width and RCC hand railing of 1m height-1No's (The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level.)
-
-
-
S1;H).RCC Valve chambers as per standard Drawings with RCC Cover slab fixed with CI/DI man hole frame & cover with lock and key arrangment. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls,150mm thick top slab,150mm thick base slab over base course of 100mm thick(1:4:8) prop.
-
-
-
S1;I).Balacony of 1.00m width at floor slab level/middle ring beam level by using Stainless steel pipe of grade 304 hand railing upto 1.20m height, with top railing of 40.mm dia pipe & middle railing of 25mm dia and verticals with 40mm dia. at an interval not more than of 1.00m c/c.
-
-
-
S1;J).Water level indicator of reputed make-Digital type(1.No) and conventional type(1.No)
-
-
-
S1;K).Lightening Arrestor with all its accessories complete including earthing with relevant IS Codes- 1No's.
-
-
-
S1;Compound Wall: Construction of compound wall including ornamental M.S Gate of Size of 3.0X 2.40m is included in the basic rate of ELSRs.length of compound wall hall is maximum of 150m Min. height of the compound wall shall be 1.80m above plinth and thickness 230mm in brick masonry in CM(1:6).The compound wall shall be constructed including earth work excavation in all types of soils for plinth beam of 230mmX300mm and 0.75X0.75X1.20m size fo coloumn footing portions.The footing shall be of 0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C(1:4:8)prop bed of100mm thick.The coloumns shall be 230X230 mm in size with VRCC M20 Grade at 3.00m c/c spacing having depth of size of 1.20m below ground level and height of 2.00m above GL.The plinth beam of size of 230X300mm shall be constructed in VRCC M20 grade at ground level, over a bed of CC(1:4:8)-100mm thick.450X450mm size coloumns in M20Grade shall be constructed for gate pillars.All the materials shall be followed as per the standards
-
-
-
S1;
-
-
-
S1;Tie beam shall be provided above the brick work with 230X200mm size, fixed with MS angular of 25mm X25mmX4mm in "Y" Shape to height of 0.60m, with embedded length of 150mm in concrete.The braded wire fencing with 3 ply of 18 guages shall be streched in 4 rows(2X2).Plastering shall be done with 16mm thick in two coatsi.e., base coat 12mm thick in CM(1:6)prop and 4mm thick 2nd coat CM(1:4)prop on both sides of brick work.
-
-
-
S1;snowcern pain in two coats shall be provided for both sides of wall. The M.S ornamental gate as per the approved drawings shall be provided with minimum of 3.60mts widthe and 2.40mts height with enamel paint.Yard lighting shall be arranged on four corners of compound wall. If the length of the wall is increased/decreased.
-
-
-
S1;PUMP ROOM Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
6.4
-
741
S1;Filling with Gravel for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.45
-
2843
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course forPump Room.
1.15
-
4789
S1;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Footings
0.49
-
4381
S1;Plinth Beam
0.63
-
7278
S1;Columns
0.92
-
11115
S1;Roof Beams
0.63
-
7073
S1;Roof slab
1.4
-
16897
S1;Lintels
0.07
-
814
S1;Chajjas
0.48
-
5749
S1;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.
7.5
-
2622
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.
64.62
-
22907
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.
7.4
-
46031
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.3
-
24289
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities
1
-
7689
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities
0.35
-
102
S1;Painting to Doors and M.S.Grills with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
324
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
64.62
-
14885
S1;Water supply Manufacture, Supplying and delivery of OD 250mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
-
-
-
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
310
-
349035
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
270
-
195407
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
820
-
284155
S1;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
258
-
29314
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
57214
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
44092
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa)
5
-
70862
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
28345
S1;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities
2
-
7512
S1;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.
2
-
25720
S1;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.
2
-
269
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
1
-
2831
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities
2
-
2913
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.
2
-
1004
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
6542
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
10512
S1;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
4080
S1;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
21
-
9257
S1;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
5120
S1;Manufacture, Supplying and delivery of OD 160mm x 200mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
2359
S1;Manufacture, Supplying and delivery of 250mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
-
-
-
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1393
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
764
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
14
-
2736
S1;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities.
14
-
253527
S1;Earthwork in excavation as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities for pipe line trench work
1493.57
-
172985
S1;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.
176.89
-
176718
S1;Lowering, Laying and Jointing of 250mm Dia. HDPE Pipes by butt fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete for finished item of work as directed by the Department authorities
-
-
-
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
310
-
31422
S1;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
270
-
18530
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
820
-
27347
S1;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
537
S1;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
326
S1;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
5
-
961
S1;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
2
-
384
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 250mm Dia. Sluice Valve. as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete forr 200mm Dia. Sluice Valve as directed by the Departmental Authorities.
2
-
1054
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve. as directed by the Departmental Authorities.
2
-
983
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve. as directed by the Departmental Authorities.
10
-
3309
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
105
-
35467
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.
14
-
94959
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values.
13.5
-
1702
S1;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints
8.1
-
856
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1279
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
720
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
5
-
381
S1;KERB WALL: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)
4623.5
-
2510929
S1;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
924.7
-
286839
S1;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities
924.7
-
286916
S1;SEPTIC TANK: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
2772
-
321053
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
207.9
-
207692
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
207.9
-
865700
S1;VRCC. M20 grade Nominal mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work..
807.84
-
5041388
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
40.15
-
3303644
S1;OUTFALL DRAINS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1473.75
-
170690
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
147.38
-
147233
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
147.38
-
613693
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
147.38
-
778561
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
262
-
2060124
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
389.73
-
2422866
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
18.14
-
1492847
S1;Driling of Bore Well of 450 mm dia. Insertion of Pipe with 12.5 HP Submersible : Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely.
1500
-
2040000
S1;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.
1500
-
1732500
S1;180mm dia. Pvc Casing pipe perforation charge
1500
-
513000
S1;Supply & Fixing of 180mm dia. PVC Bor Cap
6
-
1890
S1;Geological Survey charges excluding taxes for Plain Area
6
-
7800
S1;Supply and Transportation of 12.5 HP, 8-12 Stage, 5 starrated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha
6
-
396234
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
3240
-
584658
S1;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the dept., of make L&T/Schneider/Siemens/ Hager.
6
-
73940
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
6
-
110008
S1;Manufacture, Supplying and delivery of OD 50mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (from Bore hole pipe)
150
-
11418
S1;RAYACHOTI PHASE-II PHYSICAL INFRASTRCTURE ROADS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
524.64
-
60764
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
517.81
-
548340
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms
463.5
-
451231
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
516.31
-
780965
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
636.79
-
1492983
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.
581.72
-
3718273
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
10.05
-
60964
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
0.93
-
73171
S1;DRAINS Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
491.36
-
56910
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
104.64
-
149199
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
69.76
-
303746
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
101.44
-
555935
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
182.39
-
1468825
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
60.31
-
385525
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
2.41
-
198525
S1;CULVERTS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
5.85
-
678
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
5.85
-
8341
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
3.9
-
16981
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
3.9
-
21374
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
14.04
-
113067
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
9.28
-
59353
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.56
-
45820
S1;SEWARGE LINES Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system class SN-8 with non smooth external annual corrugated &smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to worksite including loading , unloading charges but excluding all taxes etc., complete as directed by the Departmental authorities
-
-
-
S1;Cost of OD 295mm Dia. DWC Pipe (250 I.D)
110
-
103105
S1;Cost of OD 235mm Dia. DWC Pipe (200 I.D)
180
-
108184
S1;Cost of OD 180mm Dia. DWC Pipe (150 I.D)
180
-
65443
S1;Cost of OD 120mm Dia. DWC Pipe (100 I.D)
60
-
12271
S1;Lowering,Laying of Class SN 8 Double wall corrogated(DWC) Pipping systemin into ready made trenches,laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Laying & Jointing of OD 295mm Dia. DWC Pipe (250 I.D)
110
-
22965
S1;Laying & Jointing ofOD 235mm Dia. DWC Pipe (200 I.D)
180
-
24030
S1;Laying & Jointing of OD 180mm Dia. DWC Pipe (150 I.D)
180
-
14571
S1;Laying & Jointing ofOD 120mm Dia. DWC Pipe (100 I.D)
60
-
2642
S1;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
5
-
53371
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities
5
-
33914
S1;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
615.15
-
71247
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
70.12
-
99981
S1;GLSR Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
76.29
-
8836
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
4.24
-
6044
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
4.24
-
18457
S1;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities.
-
-
-
S1;GLSR Bottom Slab
6.6
-
46105
S1;GLSR SIDE WALLS.
9.99
-
161263
S1;GLSR Top Ring Beam
1.24
-
14421
S1;GLSR Top dome Slab
1.62
-
25962
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
2.33
-
192026
S1;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities
78.96
-
40227
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
29.91
-
6890
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.
2
-
1507
S1;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities
2
-
94889
S1;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/1990 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete and as directed by the Departmental authorities
50
-
10509
S1;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.
2
-
24600
S1;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities
2
-
36595
S1;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities
30
-
25973
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities
1
-
4302
S1;ELSR Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures: A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.
300
-
8812377
S1;PUMP ROOM Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
6.4
-
741
S1;Filling with Gravel for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
7.45
-
2843
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course forPump Room.
1.15
-
5007
S1;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities
-
-
-
S1;Footings
0.49
-
4481
S1;Plinth Beam
0.63
-
7385
S1;Columns
0.92
-
11272
S1;Roof Beams
0.63
-
7180
S1;Roof slab
1.4
-
17134
S1;Lintels
0.07
-
825
S1;Chajjas
0.48
-
5830
S1;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.
7.5
-
2672
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.
64.62
-
23337
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.
7.4
-
46359
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.3
-
24289
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities
1
-
7689
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities
0.35
-
102
S1;Painting to Doors and M.S.Grills with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
324
S1;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities
64.62
-
14885
S1;Water supply Manufacture, Supplying and delivery of OD 250mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
-
-
-
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
300
-
337776
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
150
-
108560
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
130
-
45049
S1;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
120
-
13634
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
57214
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
44092
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa)
6
-
85034
S1;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities
2
-
28345
S1;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities
2
-
7512
S1;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.
2
-
25720
S1;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.
2
-
269
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities
3
-
8494
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities
2
-
2913
S1;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.
2
-
1004
S1;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
6542
S1;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
10512
S1;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
12
-
2331
S1;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
12
-
5290
S1;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
5120
S1;Manufacture, Supplying and delivery of OD 160mm x 200mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
2359
S1;Manufacture, Supplying and delivery of 250mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
-
-
-
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
4
-
2786
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
4
-
1527
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
12
-
2345
S1;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities.
12
-
217309
S1;Earthwork in excavation as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities for pipe line trench work
666.8
-
77229
S1;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.
77.33
-
110247
S1;Lowering, Laying and Jointing of 250mm Dia. HDPE Pipes by butt fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete for finished item of work as directed by the Department authorities
-
-
-
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
300
-
30408
S1;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
150
-
10295
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.
130
-
4336
S1;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
537
S1;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
1
-
326
S1;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
5
-
961
S1;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.
2
-
384
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 250mm Dia. Sluice Valve. as directed by the Departmental Authorities.
-
-
-
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete forr 200mm Dia. Sluice Valve as directed by the Departmental Authorities.
2
-
1054
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve. as directed by the Departmental Authorities.
2
-
973
S1;Labour charges for jointing Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve. as directed by the Departmental Authorities.
10
-
3309
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
105
-
38491
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.
10
-
67828
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values.
15
-
1892
S1;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints
10.8
-
1141
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
1279
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
2
-
720
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.
6
-
457
S1;KERB WALL: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)
1315.5
-
714421
S1;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
263.1
-
84979
S1;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities
263.1
-
71994
S1;SEPTIC TANK: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
525
-
60806
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
31.5
-
44911
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
31.5
-
137156
S1;VRCC. M20 grade Nominal mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work..
139.5
-
922507
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
7.11
-
584962
S1;OUTFALL DRAINS: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
1462.5
-
169387
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
146.25
-
208517
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
146.25
-
636796
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
146.25
-
801540
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
260
-
2093843
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
386.75
-
2472289
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
18.01
-
1481393
S1;Driling of Bore Well of 450 mm dia. Insertion of Pipe with 12.5 HP Submersible : Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely.
1500
-
2040000
S1;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.
1500
-
1732500
S1;180mm dia. Pvc Casing pipe perforation charge
1500
-
513000
S1;Supply & Fixing of 180mm dia. PVC Bor Cap
6
-
1890
S1;Geological Survey charges excluding taxes for Plain Area
6
-
7800
S1;Supply and Transportation of 12.5 HP, 8-12 Stage, 5 starrated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha
6
-
396234
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
3240
-
584658
S1;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the dept., of make L&T/Schneider/Siemens/ Hager.
6
-
73940
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
6
-
110008
S1;Manufacture, Supplying and delivery of OD 50mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (from Bore hole pipe)
150
-
11418
S1;TADIPATRI PHYSICAL INFRASTRUCTURE ROADS ; Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities
6654.93
-
770774
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities
6424.25
-
4953097
S1;Forming embankment with 50% of Gravel and 50% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms
3024
-
2073164
S1;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities
3553.78
-
5766115
S1;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.
4219.8
-
10371973
S1;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities.cc pavement
3221.2
-
20121062
S1;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.
454.65
-
2697302
S1;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.
220.55
-
17260195
S1;DRAINS ; Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
3828
-
443359
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
792
-
766669
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
528
-
2232157
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
528
-
2824163
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
882.08
-
6991931
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
189.04
-
1292034
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
7.55
-
621574
S1;CULVERTS : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
29.25
-
3388
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
29.25
-
28314
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
19.5
-
82438
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.
19.5
-
104301
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.
70.2
-
556450
S1;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert slab.
23.49
-
147409
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
1.41
-
115936
S1;SEWAGE LINES : Supplying of class OD of 460 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)
632
-
1730783
S1;Supplying of classOD of 347 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)
804
-
1217650
S1;Supplying of classOD of 295 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)
551
-
626895
S1;Supplying of classOD of 235 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)
630
-
459383
S1;Supplying of class OD of 180 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)
1538
-
790517
S1;Construction of 3'-0" dia.(1524mm)Solid block masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 3'-0" (1524mm) in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.
61
-
413752
S1;Construction of 3'-0" dia.(1524mm)Solid block masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.
62
-
661796
S1;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of Buildings.
3671.76
-
425263
S1;Filling Sand for Culvert foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work.
517.48
-
500927
S1;ELSR 1500KL Constuction of OHSR / ELSR of 1500 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures:
1500
-
41151728
S1;A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.
-
-
-
S1;GLSR Earth work excavation for foundations and deposting on bank with an initial lead of 10 Mts. and lift of 2 Mts. in sand or loose soils, wet sand not under water, silt in canals, channels and drains etc., and including all operational incidental labour charges such as shoring sheeting, planking, strutting etc., complete for finished item of work.
372.09
-
43096
S1;Filling with Sand for Basements and sides of Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work
27.56
-
26682
S1;PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing, seigniorage charges and all other taxes etc., complete for Bed of Foundations.
20.67
-
87394
S1;VRCC. M20 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of workt.,for GLSR BOTTOM SLABS.
33.14
-
227708
S1;VRCC. M20 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of workt.,for GLSR SIDE WALLS.
29.79
-
477579
S1;VRCC. M20 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of worktt.,for GLSR TOP RING BEAM.
2.95
-
34003
S1;VRCC. M20 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of worktt.,for GLSR TOP DOME SLAB.
10.8
-
171950
S1;Providing High Yield Strenth Deformed STEEL bars / TMT (Fe.415 Grade & Fe.500 Grade as per IS1786 and as amended upto date) of different of diameters including labour charges for cutting, bending to required size, shapes, placing in position with cover blocks of approved materials and size and tying firmly with M.S.Binding wire of 20 SWG forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of mild steel bars, including all wastage, such as over laps, welding joints, chairs, space bars and all incidental, Operational labour charges, including sales and other taxes on all materials etc., complete for finished item of work in all floors (payment will be made on the basis of wieght of fabrication deformed bars only. No re-rolled steel shall be allowed) complete for (8mm to 40mm).
9.2
-
756891
S1;Providing Impervious coat Plastering to exposed RCC Slab surface with CM(1:4) Prop.20mm thick mixed with approved water proofing compound @ 1 Kg/bag of cement and laid over roof when the slab is green and fine rendering with cement slurry including cost & conveyance of all materials and water to work site and all operational, incidental charges, labour charges for mixing mortar, laying rendering smooth and thread lining, curing, rounding of junctions of walls and slab etc., complete for finished item of work.
276.1
-
137903
S1;Painting to new walls with snow cem or other equal and approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work.
67.5
-
15549
S1;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finiahed item of work.
2
-
1507
S1;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)
9
-
426740
S1;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.
225
-
47286
S1;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.
9
-
110698
S1;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.
9
-
164679
S1;Supplying and fixing of 100mm Dia. B Class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for Motors Section pipe lines.
135
-
116876
S1;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows,tees,couplings,nipples,plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for Sump Railings.
105
-
32210
S1;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in hard gravel/hard desintegrated rock upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 4 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work.
1
-
4302
S1;EXTERNAL WATER SUPPLY MAINS : Manufacture, Supply & Delivery of Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K9 and K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties
675
-
1323668
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
2130
-
1541545
S1;Manufacture, Supplying and delivery of 110mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
2770
-
959888
S1;Manufacture, Supplying and delivery of 63mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
784
-
89078
S1;Supply and delivery of D.I.D/F SLUICE VALVES OF 200mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG-260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type PN-1 including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
2
-
57214
S1;Supply and delivery of D.I. D/F Sluice valves of 150 mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG 260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type P.N.I including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
8
-
176367
S1;Supply and delivery of D.I. D/F Sluice valves of 100 mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG 260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type P.N.I including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
4
-
56689
S1;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type
72
-
270440
S1;Supply and delivery of D.I. D/F Scover Valves of 100 mm Dia. conforming to IS 14846/2000 with amendments No.1 &2 heavy duty with D.I grade FG 260 as per IS 210.Two coats of primer suitable for epozy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type P.N.I including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
2
-
28345
S1;Supply and delivery of D.I. D/F AIR VALVES OF 80mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG-260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type PN-1 including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
1
-
12860
S1;Supply and delivery of D.I. D/F 100 mm Dia. Duck Foot Bends for scour valve as per speD.Ifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading and all other connected taxes etc., complete for finished item of work (each of 26 kgs weight).
2
-
7002
S1;Supply and delivery of D.I. D/F 100 mm Dia. Semi D.Ircular Bends for scour valve as per speD.Ifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading and all other connected taxes etc., complete for finished item of work (each of 32.11 kgs weight).
2
-
8648
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
2
-
5663
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
2
-
2913
S1;Manufacture, Supplying and delivery of 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
2
-
1004
S1;Manufacture, Supplying and delivery of 200mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
2
-
6542
S1;Manufacture, Supplying and delivery of 160mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
2
-
3504
S1;Manufacture, Supplying and delivery of 110mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
9
-
4407
S1;Manufacture, Supplying and delivery of 200mm Dia. M.S. FLANGES for jointing conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
4
-
2786
S1;Manufacture, Supplying and delivery of 160mm Dia. M.S. FLANGES for jointing conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
4
-
1527
S1;Manufacture, Supplying and delivery of 110mm Dia. M.S. FLANGES for jointing conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
18
-
3518
S1;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.
5770.46
-
668335
S1;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work (APSS No.309 & 310).
682.03
-
660221
S1;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site and all operational, inD.Idential and all labour charges etc., complete for finished item of work.
675
-
68418
S1;Lowering, Laying and Jointing of 160mm Dia. D.I Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site and all operational, inD.Idential and all labour charges etc., complete for finished item of work.
2130
-
146182
S1;Lowering, Laying and Jointing of 110mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site and all operational, inD.Idential and all labour charges etc., complete for finished item of work.
2770
-
127171
S1;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site and all operational, inD.Idential and all labour charges etc., complete for finished item of work.
784
-
26146
S1;Lowering and keeping in position of 200 mm Dia. Sluice Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .
2
-
1074
S1;Lowering and keeping in position of 80 mm Dia. AIR VALVE including conveyance of all materials to work site, nuts and bolts, rubber packing and white lead and all other charges etc., complete as per the direction of the department for finihsed item of work .
1
-
222
S1;Lowering and keeping in position of 150 mm Dia. Sluice Valve including conveyance of all materials to work site, nuts and bolts, rubber packing and white lead and all other charges etc., complete as per the direction of the department for finihsed item of work .
2
-
651
S1;Lowering and keeping in position of 100 mm Dia. Sluice Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .
9
-
1729
S1;Lowering and keeping in position of 100 mm Dia. SCOUR VALVE including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .
2
-
384
S1;Labour charges for jointing DI pipes and valves with Double flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a lead upto 500 Mts. and testing to required pressure and including cost and conveyance of all materials to site of work and all other chrges etc.,complete for 200mm dia D.I. Sluice Valve.
4
-
2108
S1;Labour charges for jointing DI pipes and valves with Double flanged ends including boring the main threading the bore and fixing nipple etc., excluding the cost of rubber insertions, bolts & nuts, Air Valves & Flanged tail piece etc., and including cost and conveyance of all materials to site of wo and all other chrges etc.,complete for 80mm Dia. Air Valve.
1
-
347
S1;Labour charges for jointing DI pipes and valves with Double flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a lead upto 500 Mts. and testing to required pressure and including cost and conveyance of all materials to site of work and all other chrges etc.,complete for 150mm Dia.Sluice Valve.
4
-
1467
S1;Labour charges for jointing D.I pipes and valves with flanged ends excluding cost and joints materials such as bolts, nuts rubber packing, whilte lead including filling with water conveyance and all other chrges etc.,complete for 100mm Dia. Sluice Valve.
18
-
5955
S1;Labour charges for jointing D.I pipes and valves with flanged ends excluding cost and joints materials such as bolts, nuts rubber packing, whilte lead including filling with water conveyance and all other chrges etc.,complete for 100mm Dia. Scour Valve.
4
-
1323
S1;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.
120
-
40991
S1;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits)
16
-
108525
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values. ( No.of Bolts for each valve 8 Nos. and total weight of Bolts 1.50 Kg./8 Nos.)
24
-
3026
S1;Supply and delivery of Rubber Packing including cost and conveyance of all materials to site of work etc., complete ( weight 0.44 Kgs. per joint .)
14.4
-
1521
S1;Supplying and delivery of 160mm Dia. HDPE END CAPS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
2
-
720
S1;Supplying and delivery of 110mm Dia. HDPE END CAPS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.
9
-
1309
S1;Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ?Charge
65
-
2016098
S1;PUMP ROOM :Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). (Ordinary soils-Mechcanical Means-Upto 3 m depth)
6.4
-
741
S1;Filling with Gravel in trenches sides of foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, incidental, labour charges, hire charges & T& P etc., complete for finished item of work for filling Basements. (APSS No.309 & 310).
7.45
-
2146
S1;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.
1.15
-
4862
S1;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete, pumping of concrete, laying, levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC FOOTINGS.
0.49
-
4409
S1;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.
0.63
-
7314
S1;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as Steel Scaffolding Pipes, Jack Props, Steel Centering Plates, etc., mixing concrete, pumping of concrete,laying , levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the department for VRCC COLUMNS.
0.92
-
11168
S1;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as Steel Scaffolding Pipes, Jack Props, Steel Centering Plates, etc., mixing concrete, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the department for ROOF BEAMS.
0.63
-
7109
S1;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as Steel Scaffolding Pipes, Jack Props, Steel Centering Plates, etc., mixing concrete, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the dept.,for ROOF SLABS.
1.4
-
16976
S1;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks of size 290x225x140mm for manufacturing with compressive strength of 50 Kg/Sq.cm using fly ash, cement, gypsum and stone dust including cost and conveyance of all materials and water to work site, scaffolding and all labour charges,curing etc.,complete.
7.4
-
46007
S1;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as Steel Scaffolding Pipes, Jack Props, Steel Centering Plates, etc., mixing concrete, pumping of concrete,laying , levelling,curing etc., as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the dept.,for LINTELS.
0.07
-
817
S1;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, centering charges such as Steel Scaffolding Pipes, Jack Props, Steel Centering Plates, etc., mixing concrete, pumping concrete, laying, levelling,curing etc., as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the dept.,for finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.
0.48
-
5776
S1;Providing High Yield Strenth Deformed STEEL (HYSD) / Thermo Mechanically Treated (TMT) Steel Bars (Fe 415/Fe.500 Grade as per IS1786-1979) of different of diameters for RCC Works including labour charges for straightening, cutting, bending to required size and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars and including all wastage, such as overlaps, couplings, chairs, spacer bars and binding wire, cover blocks and all incidental, Operational labour charges such as cutting, bending, placing in position, tying, including sales and other taxes on all materials etc., complete for finished item of work for all Floors. (APSS.No.126). Payment will be made on the basis of wieght of fabrication deformed bars only. No re-rolled steel shall be allowed for 8mm to 40mm).
0.3
-
24289
S1;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the department.
1
-
7689
S1;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm.
1
-
3523
S1;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, mxing, laying and all labour charges, curing with neat finishing etc., complete for finished item of work as directed by the dept.
0.35
-
102
S1;Plastering 12mm thick in Single Coat in CM(1:3)Prop. with sponge finishing including cost and conveyance of all materials and water to site of work and all operational, incidental charges, scaffolding charges, hacking surface and all labour charges, curing etc.,complete for finished item of work to the required strength as directed by the dept.,for CEILING
7.5
-
2619
S1;Plastering 12mm thick in Single Coat in CM(1:4)Prop. with sponge finishing including cost and conveyance of all materials and water to site of work and all operational, incidental charges, scaffolding charges, hacking surface and all labour charges, curing etc., complete for finished item of work to the required strength as directed by the dept., for INTERNAL WALLS and EXTERNAL WALLS..
64.62
-
22073
S1;Painting to New Wood Work / Iron Work in two coats with Synthetic Enamel Paint in all shades of Grade-I having V&C (Volatile Organic Compound) content less than 50 grams/Liter of aprpoved brand and colour over one coat of Primary coat including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).
1.78
-
305
S1;Painting to new walls with snow cem or other equal and approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work.
64.62
-
14888
S1;OUT FALL DRAIN : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities
156.75
-
18155
S1;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.
24.75
-
23958
S1;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.
16.5
-
69755
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain bed.
33
-
176510
S1;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.
72
-
570718
S1;RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site including all operational, incidental and labour charges such as machine mixing, laying concrete, curing,centering and shuttering etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, and as directed by the Departmental authorities for precast slab for drain.
4.5
-
30755
S1;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities
0.18
-
14809
S1;EXTERNAL WATER SUPPLY MAIN LINES. Manufacture, Supply & Delivery of 250 mm Diameter Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K9 and K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties
5880
-
16075221
S1;Supply and delivery of D.I.D/F SLUICE VALVES OF 250mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG-260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type PN-1 including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
2
-
72961
S1;Supply and delivery of D.I. D/F AIR VALVES OF 80mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I grade FG-260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type PN-1 including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.
13
-
286596
S1;Manufacture, Supplying and delivery of 250mm Dia. D.I BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work
4
-
22032
S1;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.
9878.4
-
1144096
S1;Filling with SAND in trenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work (APSS No.309 & 310).
1058.4
-
1115847
S1;Lowering, Laying and Jointing of 250mm Dia. DI Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site and all operational, inD.Idential and all labour charges etc., complete for finished item of work.
5880
-
1190935
S1;Lowering and keeping in position of 250 mm Dia. Sluice Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .
2
-
1527
S1;Lowering and keeping in position of 80 mm Dia. AIR VALVE including conveyance of all materials to work site, nuts and bolts, rubber packing and white lead and all other charges etc., complete as per the direction of the department for finihsed item of work .
13
-
1881
S1;Labour charges for jointing DI pipes and valves with Double flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a lead upto 500 Mts. and testing to required pressure and including cost and conveyance of all materials to site of work and all other chrges etc.,complete for 200mm dia D.I. Sluice Valve.
4
-
2397
S1;Labour charges for jointing DI pipes and valves with Double flanged ends including boring the main threading the bore and fixing nipple etc., excluding the cost of rubber insertions, bolts & nuts, Air Valves & Flanged tail piece etc., and including cost and conveyance of all materials to site of wo and all other chrges etc.,complete for 80mm Dia. Air Valve.
13
-
4511
S1;Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987
-
-
-
S1;250 mm Dia. D.I. pipes .
980
-
252389
S1;Construction of Brick masonry Valve Pit of size 3'-0" x 3'-0" required for sluice valves, scour valves & Air Valves including all D.Ivil works such as earth work excavation up to 1.32 mts ,4" thick PCC(1:5:10)Prop., brick masonry in CM(1:8) Prop.,12mm thick plastering in CM(1:4) including 4"thick RCC M30 Grade design mix with necessary reinforcemnt including cost of steel and its fabrication chares for cover slab, and smooth rendering etc., complete as directed by department.
2
-
26960
S1;Refilling the pipe line trenches with excavated earth complying with standard speD.Ification after the pipe laid including all leads and lifts, depositing surplus earth watering, tamping, levelling and forming to the original level including labour charges etc., complete as directed by the department.
8531.51
-
1879294
S1;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work, shallok/White lead etc., for flanged joints excluding labour charges for fixing values. ( No.of Bolts for each valve 8 Nos. and total weight of Bolts 1.50 Kg./8 Nos.)
22.5
-
2838
S1;Supply and delivery of Rubber Packing including cost and conveyance of all materials to site of work etc., complete ( weight 0.44 Kgs. per joint .)
13.5
-
1426
S1;Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ?Charge
50
-
1550845
S1;PUMP SET Supply and transportation of 20.00 HP Three Phase seven stage ISI self priming Mono block IP44 motor pump set (80*80mm) makes Arvan/Varsha/Flowell/watermen
1
-
61330
S1;Supply and delivery of wall mounted control pannel board of size 600x600x250mm dame of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated painted with two coars of red oxide primary and two coats of gray paint, lock and key arrangements two side lovours with weld mesh insite etc., complete casisting of the following equipment with all internal wiring using L&T/Finolex copper FRLS cables of suitable size and capacity and cable clamp etc., complete for 3 phase motor pump sets.
339442.94
-
-
S1;a) Voltmeter: 0.500 V 96x96mm size: Makes L&T/C&S/Salzar/HPL AE1/MECO/rishab 1 No. b) 0 to 20 AMPS /0 - 50 AMPS Ammeter (96x96 mm size)17 AKES L&T /C&S /SALZAR/HPL /AE1/MECO/Rishab -1 No ,c) single phase preventor of suitable range makes : L&T/ Miniles / Power teec 1-NO d) IP 10KA MCB Makes : legrang /schinder 1 No ,e) indiciations lamps (R Y R) with switch control 1 set Voltmeter & Ammeter selector switch : 2 No & g) supply and delivary of ISI mark capicity makes L&T / siemens/ Schneider / EPCOS. upto 7.50 HP with DOL starter Makes : Crompton /L&T /Siemens
1
-
8000
S1;Supply and delivery of 50 mm Dia GI pipe medium Grade with Couplings
24
-
10368
S1;Supply and delivery of 50 mm Dia GI Bends
8
-
1600
S1;supply and delivary Gun metal ( GM) Horzontal Check (Non return ) valve as per IS 778 1 Class heavy Duty -50 mm NB size
1
-
1955
S1;75 mm CI Flange sets with bolts & nuts & watchers ect..
2
-
1000
S1;50 mm CI Flange sets with bolts & nuts & watchers ect..
2
-
800
S1;75mm Dia CI Foot ball
1
-
1500
S1;supply of 3 core 4.00 sqm flat copper cable as per IS 694 1990 for sub mersible motor makes Finolex/ million /Polycab / Havells/ V -Gard / Gold medal / GM /RPG
150
-
21000
S1;Supply and delivery of 65 mm dia Nominal Bore GI pipe Medium grade with Couplings
24
-
18984
S1;Supply and delivery of 65 mm GI bends
2
-
500
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