Hyderabad Metropolitan Development Authority Tender
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Costs
EMD
₹ 3,98,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
553583Tender No
HMDA/DEV/CE/13/01/2024-25, Dt:02.11.2024Tender Authority
Hyderabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://hmda.gov.in/
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BOQ Items
BOQ;S&F of pre-cast RCC Grills of any design of 50 mm thick manufactured with M-30 grade of concrete using vibro- compaction process using joint less FRP moulds to achieve shuttering finish and adequately reinforced for long use and to prevent damage during handling, transportation & erection etc., for Construction of Pump House of Size 3 X 3 Mtr
0.81
755
611.99
BOQ;Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat molded PVC ?C? channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Paneling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ?C? Channel using PVC solvent adhesive. Complete as per direction of Engineer-in- charge, manufacturer?s specification & drawing for finished item of work for Construction of Pump House of Size 3 X 3 Mtr
1.5
2604
3906.09
BOQ;Doors Frames (Colour Coated Steel Sections) & Shutter using Cement Bonded Particle Board as per IS 14276 (Bison Panel or Equivalent) : Providing and fixing of door frame made from cold roll formed sections made of galvanized (Base steel as per IS277 with zinc of 120 Gms/sqm) colour coated steel sections with total coated thickness of 1mm, primer coated with epoxy primer coat of 5-7 microns thick, finish paint with polyester paint of 12-16 microns. The Section for door frame is to be filled with polyurethane (P.U) form of 40kg/m3. Overall size of frame section should be of 50mm x 50mm. With necessary corner brackets, stiffeners, hinges, and screws. Cement Bonded particle board shutter (Bison Panel or Equivalent) ?Single Leaf? with all round styles ?U? section of size 12m x 18m x 12mm made from 0.6 mm thick galvanized, colour coated cold rolled steel profiles with 16mm thick Cement Bonded particle Board (Bison Panel or Equivalent) with necessary screws fixed at every 1?-0? (304.8mm) intervals. The cost inclusive of MS nickel coated Aldrop of size 250mm long 2nos. 200mm long tower bolt 1no., 125mm handles 2nos., cost and conveyance of all materials at site and applying one coat primer , one coat of luppum and two coats of synthetic enamel paint as per approved design for Construction of Pump House of Size 3 X 3 Mtr
2.4
4674
11217.89
BOQ;TBSC-M.II-01 : Providing and fixing 2 Track 2 glass shutter sliding Windows fabricated from roll formed sections made of Galvanized Steel Colour Coated/ Powder Coated (Base Steel as per IS 513 ?D? quality, Galvanized as per IS 277 with Zinc of 120 GM/Sq.mtr) with total coated thickness of 0.58 mm. Primer coat with epoxy primer of 5?7 micron thick, finish painted with polyester paint of 12-16 microns thick and back coated with alkyd backer of 5-7 microns or Powder Coated with pure Polyester Powder up to 50-60 microns thick. Section for external frame should be of 44x 59mm, Section for glass shutter should be of 35x 49 mm Section for euro groove should be 25 x 24mm( Aluminium/Plastic)and Lap Strip should be of 30 x 41mm(Aluminium/Plastic).shutter should be provided with a glass of 5mm Plain Float Glass. Corner bracket for External frame made of Steel/Polypropylene, Corner Bracket for Internal frame made of Steel/Polypropylene, Touch Lock, Rollers, wool pile for lap strip & euro groove, Bump Stop Base & Rubber for shutter stopper. Ethyl Propylene Diamine Monomer (EPDM) Gasket should be used all around glass in shutter. The Frame Section should be cut to length and mitre joined with Corner brackets & Shutter Sections should be cut to length and mitre joined with Corner Bracket. Window Frame should be fixed to brick/ concrete masonry by using Nylon self-expanding caps and driving MS electroplated 80mm long screws into the caps through frames.10mm square guard bars with 6? pitch (152.4mm) max to be fixed wall to wall and all taxes complete for finished item of workand all taxes etc., complete for finished item of work for Construction of Pump House of Size 3 X 3 Mtr
3.6
9199
33117.88
BOQ;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, 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, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of 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.( APSS No.126) for Construction of Pump House of Size 3 X 3 Mtr
740.65
84
62807.12
BOQ;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 of all materials, seigniorage charges, excluding conveyance charges of materials and including 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 for Construction of Pump House of Size 3 X 3 Mtr
12.96
602
7810.08
BOQ;Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls for Construction of Pump House of Size 3 X 3 Mtr
37.62
150
5648.27
BOQ;Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) making 2 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912. for Construction of Pump House of Size 3 X 3 Mtr
47.03
156
7354.08
BOQ;White washing Two coat with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials for Construction of Pump House of Size 3 X 3 Mtr
9.27
32
301.92
BOQ;Plastering with 12mm thick in single coat in CM (1:3) finished smooth including cost and conveyance of all materials , finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Ceiling for Construction of Pump House of Size 3 X 3 Mtr
9.27
202
1878.94
BOQ;Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials , finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm. for Construction of Pump House of Size 3 X 3 Mtr
37.62
192
7240.72
BOQ;Plastering with 15mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials , finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm. for Construction of Pump House of Size 3 X 3 Mtr
27.6
207
5738.87
BOQ;11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials. for Construction of Pump House of Size 3 X 3 Mtr
13.09
1033
13532.18
BOQ;Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., excluding Seigniorage charges on all materials, including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work for Construction of Pump House of Size 3 X 3 Mtr
6.31
8297
52354.2
BOQ;Using Concrete mixture up to Plinth Level Plain Cement concrete nominal mix m-20 (Cement : fine aggregate: coarse aggregate ) using 12mm size Hard Granite Machine Crushed Graded Metal excluding cost and conveyance of all materials like cement, sand, coarse aggregate water etc., labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement for Construction of Pump House of Size 3 X 3 Mtr
0.08
6009
480.76
BOQ;Construction of CRS Masonary 2nd Sort in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, excluding Seigniorage Charges on all Materials, ,labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing etc., complete for finished item of Work . for Construction of Pump House of Size 3 X 3 Mtr
6.36
5047
32099.56
BOQ;Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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. for Sun shades of 0.60 Mts wide and 75mm thick at fixed end and 50mm thick at free end for Construction of Pump House of Size 3 X 3 Mtr
12.45
1153
14363.69
BOQ;Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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. ffor Roof Beams for Construction of Pump House of Size 3 X 3 Mtr
1.01
12894
13023.3
BOQ;Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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. for 125mm thick roof slab GF for Construction of Pump House of Size 3 X 3 Mtr
2
12342
24684.38
BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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 for lintels for Construction of Pump House of Size 3 X 3 Mtr
0.26
14292
3716.03
BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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 for clomuns for Construction of Pump House of Size 3 X 3 Mtr
0.91
14075
12808.63
BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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 for plinth beams for Construction of Pump House of Size 3 X 3 Mtr
0.88
13740
12091.75
BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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 for pedestals for Construction of Pump House of Size 3 X 3 Mtr
0.49
11393
5582.73
BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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., 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 for footings for Construction of Pump House of Size 3 X 3 Mtr
1.4
10767
15074.23
BOQ;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310) for Construction of Pump House of Size 3 X 3 Mtr
5.85
39
232.25
BOQ;Using Concrete mixture all works up to Plinth Level Plain Cement concrete nominal mix (1:5:10) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed. for Construction of Pump House of Size 3 X 3 Mtr
2.28
4644
10589.85
BOQ;EXCAVATION IN RESTRICTED PLACES Ordinary Soil-Manual Means-Upto 3 m depth 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 excluding dewatering charges etc as per SS - 20 B (APSS 308). for Construction of Pump House of Size 3 X 3 Mtr
3.85
458
1763.3
BOQ;BLD-CSTN-2-7 - (15) - Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) Hard rock (blasting prohibited)-Upto 3 m depth Earth work excavation 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 excluding dewatering charges etc as per SS - 20 B (APSS 308). for Construction of Pump House of Size 3 X 3 Mtr
2.15
1612
3466.02
BOQ;Earthwork excavation for structures in all types of soil as per drawing and technical specifications 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. for Sumps,Thrust blocks, Chambers and Man Holes etc. by manual means, for Construction of Pump House of Size 3 X 3 Mtr
7.78
279
2175.75
BOQ;Construction of I No. 1700 KL ELSR of suitable design in a single compartment with a staging of 15.00 mts and with dead storage of 0.15 Mts and 0.45 Mts free board above MWL and below bottom of roof beam. The ruling levels i.e., MWL,LWL,GL shall be adopted as per hydraulic designs.
1700000
15
25935200
BOQ;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, 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 and appropeiate weigh batcher using approved mix design, 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, scareed and plate vibrators and finished in continuous operation including 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. For Laying of Mains Pipe of 300 dia DI K7
2.25
7095
15964.56
BOQ;Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310) For Laying of Mains Pipe of 300 dia DI K7
2.25
1226
2758.52
BOQ;In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for road restoration works as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete For Laying of Mains Pipe of 300 dia DI K7
4.5
279
1258.47
BOQ;Manufacturing ,Supplying and errection of air valve gaurd cabins of size 0.90 x0.90 x 0.90 m made with 4 nos vertical and 8 nos horizontal MS flats of size 50x8 mm and 12mm dia MS round bars fixed at 10 cm c/c with door and locking arrangements as per approved drawing and as directed by the departmental officers and painting both sides with Anti corrosive paint two coats over one coat of red oxide primer coat including cost and conveyance of all materials, Labour charges for fabrication and fixing, welding, including cost of earth work excavation, fixing in position duly embodying in PCC M10 concrete (by 0.45 mts) and all other incidental and operational charges etc complete for finished item of work For Laying of Mains Pipe of 300 dia DI K7
2
11621
23243.36
BOQ;PHE-CCIP-23 : Cutting C.I./ DI Pipes without water in mains whereever required for complete work as directed by the Departmental officers.For Laying of Mains Pipe of 300 dia DI K7
1
477
477.01
BOQ;Carting of surplus excavated Earth or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.
129.1
102
13237.91
BOQ;Carting of surplus excavated Rock or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.for for 250mm dia to 350 Sluice valves For Laying of Mains Pipe of 300 dia DI K7
21.04
102
2157.44
BOQ;Construction of Valve chambers of size (1.5mx1.5mx1.5m height- clear dimensions) with Reinforced Cement Concrete vertical walls of 150mm thickness and RCC slab of 100mm thick fitted with RCC man hole cover and frame, laying in M20 grade concrete with reinforcement including cost and conveyance of material, labour charges, curing, centering charges etc., complete as per standard specifications and standard drawings and as directed by the Engineer in Charge for 250mm dia to 350mm dia valves.for 250mm dia to 350 Sluice valves.For Laying of Mains Pipe of 300 dia DI K7
1
23056
23056.29
BOQ;Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge for 200mm dia air valve For Laying of Mains Pipe of 300 dia DI K7
1
738
738.5
BOQ;Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete as directed by the Engineer in Charge for 80mm dia air valve For Laying of Mains Pipe of 300 dia DI K7
1
357
357.89
BOQ;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure For Laying of Mains Pipe of 300 dia DI K7
1
75735
75735.68
BOQ;Manufacture, supply and delivery of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality. Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the department DI Air Valves - PN-16 - Test Pressure For Laying of Mains Pipe of 300 dia DI K7
1
48651
48651.13
BOQ;Jointing CI/ DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete as directed by the departmental officers. (Reference to specifications. BIS No.3114/1994.) for 300mm dia Sluice Valves for 300mm to 450mm dia pipes For Laying of Mains Pipe of 300 dia DI K7
3
710
2132.64
BOQ;Lowering, keeping in position and fixing C.I./ DI sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces as directed by the Engineer in charge for 300mm dia Sluice Valves for 300mm to 450mm dia pipes For Laying of Mains Pipe of 300 dia DI K7
1
1059
1059.58
BOQ;Manufacture, Supply and Delivery of CI Dismantling joints with both side flange end siutable for installations in between flange end pipes including loading, unloading, conveyance excluding all taxes etc., complete as directed by the Engineer in Charge. for 300mm dia Sluice Valves for 300mm to 450mm dia pipes For Laying of Mains Pipe of 300 dia DI K7
1
32964
32964.29
BOQ;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the department. For PN-16 - Test Pressure for 300mm dia Sluice Valves for 300mm to 450mm dia pipes For Laying of Mains Pipe of 300 dia DI K7
1
80774
80774.44
BOQ;Manufacture, Supply and Delivery of Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) including loading, unloading, Transportation, stacking at site as directed by the departmental officers excluding Taxes (Diameter upto 500mm dia) for Total weight of Cast (spun) ductile iron fittings - Up to 500mm dia For Laying of Mains Pipe of 300 dia DI K7
265.2
151
40265.32
BOQ;PHE-JCIR-4: Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, including the cost of the gasket, all sundries, filling with water, with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85. For Laying of Mains Pipe of 300 dia DI K7
55
625
34401.4
BOQ;PHE-LCIS-1 : Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994). For Laying of Mains Pipe of 300 dia DI K7
250
196
49072.5
BOQ;Manufacture, supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pipes for water, Gas and sewage with socket spigot ends confirming to I.S.: 8329/2000 in standard working lengths of 4,5,5.5 & 6 meter for classification K7 suitable for push on joint ( Rubber Gasket D jointing) with cement mortar lining inside the pipes with out side Zinc coating. Rates are including Transportation etc,. complete including cost, coveyance and stacking at site as directed by the Departmental officers For Laying of Mains Pipe of 300 dia DI K7
250
4787
1196885
BOQ;Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310) For Laying of Mains Pipe of 300 dia DI K7
1.88
1226
2304.9
BOQ;Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers For Laying of Mains Pipe of 300 dia DI K7
250
222
55575
BOQ;Hard rock (blasting prohibited) - upto 3.00 Mts. below GL (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge For Laying of Mains Pipe of 300 dia DI K7
9.77
1612
15750.22
BOQ;Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) upto 3m depth using hydraulic brakers 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 excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete For Laying of Mains Pipe of 300 dia DI K7
9.77
1008
9851.48
BOQ;In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. In ordinary soils, by Manual means for Pipe line Trenches where depth is < 1.5 times width For Laying of Mains Pipe of 300 dia DI K7
9.77
458
4474.66
BOQ;In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.For Laying of Mains Pipe of 300 dia DI K7
19.54
279
5464.56
BOQ;In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means. For Laying of Mains Pipe of 300 dia DI K7
146.53
127
18710.42
BOQ;Cutting Water Bound Macadam/ Wet Mix Macadam road including soiling and stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers.For Laying of Mains Pipe of 300 dia DI K7
28.13
327
9204.42
BOQ;Cutting open BT road surface including stacking of excavated materials for pipe line trench work including labour charges and all incidental and operational charges etc., complete as directed by the departmental officers. For Laying of Mains Pipe of 300 dia DI K7
1.5
1280
1920.66
BOQ;Construction of Valve chambers with M20 Grade RCC base slab, side walls and top Slab,reinforced with HYSD Bars with inside Plastering including cost and conveyance of all material, centering charges, labour charges, curing and including earth work,back filling and carting of excated earth,etc., as per approved specifications and drawings and as Directed by Engineer in Charge for-Cost of valve chambers for- Construction of valve chambers for 250 to 350mm Valve for Construction of 1700KL RCC Sump
2
23056
46112.58
BOQ;Supply and fixing of precast RCC chambers having the size of 910mm at bottom and 530mm at top with tapers along with FRC cover and frame, laying in CC (1:2:4) prop including cost of material, labour charges, curing, conveyance etc., complete as per standard specifications and approved drawings as directed by the Engineer-in-Charge.-For up to 200mm dia Sluice valves for Construction of 1700KL RCC Sump
1
6644
6644.24
BOQ;Manufacture, supply and delivery of centrifugally cast (spun ) ductile iron fittings conforming to IS No. 9523/2000 having dimentions as per table. , zinc coated externally with inside mortor lining (with finishing as per class 13/IS 9523/2000 as per Code No 1 ) including transportation, for Construction of 1700KL RCC Sump
14113.44
151
2142843.6
BOQ;Supply and erection of lightning arrestor of standard type reputed make including all its accessories including earthing and all labour charges for erection etc., complete as per SS for Construction of 1700KL RCC Sump
1
10000
10000
BOQ;Supply and erection of water level indicator of reputed make including all its accessories and all labour charges for erection etc., complete as per SS for Construction of 1700KL RCC Sump
1
5000
5000
BOQ;Supply and erection of RCC Finial of standard type including all its accessories and all labour charges for erection etc., complete as per SS for Construction of 1700KL RCC Sump
1
5000
5000
BOQ;Supply and erection of DI Swan nect ventilators with mosquito proof of standard type including cost and conveyance to work spot and all labour charges for erection etc., complete as per SS for Construction of 1700KL RCC Sump
4
5000
20000
BOQ;Carting of surplus excavated Earth/ rock from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete. for Construction of 1700KL RCC Sump
1765
102
180983.1
BOQ;Manufacture, Supply and Delivery of M.S. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes but including transportation charges etc., complete for 350 mm dia Sluice Valve for outlet for Construction of 1700KL RCC Sump
2
78182
156365.4
BOQ;Manufacture, Supply and Delivery of D.I/CI Dismantling Joints with both side flange end suitable for installation in between flange end pipes. These rates are excluding Excise duty, Taxes but including transportation charges etc., complete for 150 mm dia DI D/F Sluice Valve for Scour for Construction of 1700KL RCC Sump
1
12204
12204.3
BOQ;Jointing DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.).for 350 mm dia Sluice Valve for outlet for Construction of 1700KL RCC Sump
4
1029
4118.76
BOQ;Jointing DI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)for 150 mm dia DI D/F Sluice Valve for Scour for Construction of 1700KL RCC Sump
2
433
866.88
BOQ;Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces..for 350 mm dia Sluice Valve for outlet for Construction of 1700KL RCC Sump
2
1789
3578.88
BOQ;Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces. for 150 mm dia DI D/F Sluice Valve for Scour for Construction of 1700KL RCC Sump
1
317
317.45
BOQ;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/ SG 400/12 or equivalent grade as per I.S.3896- part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per IS:1538.for 350 mm dia Sluice Valve for outlet for Construction of 1700KL RCC Sump
2
244559
489118.44
BOQ;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/ SG 400/12 or equivalent grade as per I.S.3896- part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per IS:1538. for 150 mm dia DI D/F Sluice Valve for Scour for Construction of 1700KL RCC Sump
1
23221
23221.26
BOQ;TBSC-R.I-22 :S&F of pre-cast RCC Grills of any design of 50 mm thick manufactured with M-30 grade of concrete using vibro- compaction process using joint less FRP moulds to achieve shuttering finish and adequately reinforced for long use and to prevent damage during handling, transportation & erection etc., for Construction of 1700KL RCC Sump
9.43
755
7124.74
BOQ;supply and fixing of 125 micron Ldpe sheet per aprooved drawing and as directed by the departmental officers including cost of all materials and all other incidental and operational charges etc., complete for finished item of work. for Construction of 1700KL RCC Sump
452.2
25
11305
BOQ;Manufacturing, supply and erection of Aluminum ladders with per aprooved drawing and as directed by the departmental officers and painting both sides with anti corrosive paint two coats over one coat of primary coat including cost of all materials fabrication, taxex and duties, fixing in position duly embodying in CC (1:1.5:3) prop., and all other incidental and operational charges etc., complete for finished item of work. for Construction of 1700KL RCC Sump
7.5
16420
123150
BOQ;Supplying and fixing of MS manhole 3mm thick MS plate alround and frame with 60 x 60 x 6 mm L angle shaped MS frame including fixing with 2 Nos of MS Z holdfasts making to original surface neatly and painting grill with one coat of red oxide primer including and conveyance of all materials ,cutting, bending, welding including all operational charges and all labour charges etc., complete for finished item of work. for Construction of 1700KL RCC Sump
0.64
3316
2122.63
BOQ;White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials for Construction of 1700KL RCC Sump
352.63
51
18075.81
BOQ;Plastering with 12mm thick in single coat in CM (1:3) using Warer proof cement paint, finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). for Construction of 1700KL RCC Sump
1170.13
202
237173.65
BOQ;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) bars (Fe-500/500D/550D grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, 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, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of 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.( APSS No.126) for Construction of 1700KL RCC Sump
19699.3
84
1670500.64
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 weigh batching, machine mixing, laying concrete, curing etc.,complete for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. S for B1 Outer Ring Beam & B2 beams for Construction of 1700KL RCC Sump
26.9
13178
354499.5
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 weigh batching, machine mixing, laying concrete, curing etc.,complete for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for ventilator 3m Dia for Construction of 1700KL RCC Sump
1.56
11727
18294.37
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 weigh batching, machine mixing, laying concrete, curing etc.,complete for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. for Top Dome for Construction of 1700KL RCC Sump
75.41
18175
1370592.59
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 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 ffor Columns for ventilator for Construction of 1700KL RCC Sump
0.24
14189
3405.37
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 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 for Side Wall avg 300 mm thick circular & walls for suction pump for Construction of 1700KL RCC Sump
118.88
15167
1803070.79
BOQ;Supply and placing of the M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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 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 . for Base slab for Construction of 1700KL RCC Sump
146.97
10880
1599170.28
BOQ;Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:4 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work for Construction of 1700KL RCC Sump
11
8433
92766.96
BOQ;Using Concrete mixture all works up to Plinth Level : Plain Cement concrete nominal mix (1:3:6) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed. for Construction of 1700KL RCC Sump
3.67
5271
19347.03
BOQ;Using Concrete mixture up to Plinth Level: Plain Cement concrete nominal mix m-20 (Cement : fine aggregate: coarse aggregate ) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement for Construction of 1700KL RCC Sump
49.17
6009
295489.08
BOQ;Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH ( for all lifts by machanical means) for Construction of 1700KL RCC Sump
941.09
1019
959074.23
BOQ;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 for Sumps, Thrust Blocks and Man Holes etc,. for Construction of 1700KL RCC Sump
1411.64
127
180252.31
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