Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date25 Oct 2022
Closing Date7 Dec 2022
Tender Amount₹ 36,17,358
Costs
EMD
₹ 37,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_846321_13Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 56/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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For Lift 10.50 to 12.0 m
35.62
-
993.3
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For Lift 12.0to 13.50 m
35.62
-
1024.1
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For Lift 13.50 to 15.0 m
35.62
-
1054.9
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Item No. 3 Providing and laying in situ following grades of cement concrete of trap / granite / quartzite /gneiss metal for foundation and bedding including dewatering, form work, compaction, curing, finishing etc. complete. a) M-150 Lift 10 to 15m
0.99
-
8969.33
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Item No. 4 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special is to be provided and curing etc. complete ( By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)( Excluding M.S. reinforcements) a) For Bottom Ring Beam ( 400 mm x 300 mm ) M-200 Lift 10 to 15m
1.58
-
12256.9
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a) For Vertical Wall Lift 10 to 15m
17.67
-
13107.41
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Item No. 5 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Lift 10 to 15m
4.01
-
107169.62
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Item No. 6 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. 7.5 BHP pumps daily 8 hrs for 30 days
1200
-
84.7
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Item No. 7 Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including cost of all materials and labour involved with all leads and lifts.etc.complete with all leads and lifts
10
-
201
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Item No. 8 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. 40 mm gauge pebbles (50%)
14.24
-
1722.6
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12 mm to 20 mm gauge pebbles (50%)
14.24
-
2028.7
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Item No. 9 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. Lps less than 25,000
7
-
2167
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Item No. 10 Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including coats of material and labour involved, welding, anchoring and applying 3 coats of antocorrossive paint, etc complete as directed by Engineers-in- Charge.
2.5
-
1493
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Item No. 11 Horizontal Bore 40 m length 6No.s Taking Horizontal bore of 40 M Length & 6 Nos (as per GSDA certificate)
240
-
376.59
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SUBWORK NO. 02: BORE WELL Item No. 1 Drilling of Bor Well in all types of strata 200/215 mm drilling in all types of strata by DTH method charges etc complete 1x60=60mtr Add 10% Naxa
60
-
376.79
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Item No. 2 Providing PVC casing pipe 180mm 6kg/cm2 IS 47985-1988 For one bore well 1x6=6 Rmt Add 10% Naxal
61
-
832.14
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Item No. 3 yield testing charges Add 10% Naxa
1
-
1060.71
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Item No. 4 Providing PVC cap of 180 MM Dia. Add 10% Naxal For one bore well
1
-
178.57
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Item No. 5 Providing and fixing MS clamp for support to clamp of bore well.
1
-
937.5
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SUBWORK NO. 03: PUMPING MACHINARY FOR PR.WELL 3 BHP Item No. 1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages). Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 3 BHP suitable for 32 mtr head & 4295 litres/hr discharge.
1
-
33958
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Item No. 2 Providing and Fixing L.T. skeleton panel board upto 6 HP. (As per detail sheet attached)
1
-
55470
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Item No. 3 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
40
-
175
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Item No. 4 Providing & erecting ISI mark G.I. pipe of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 65 mm dia (heavy) on well65 mm dia (heavy) on well
24
-
630
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Item No. 5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984) a) Without bypass arrangement - PN - 1 80 mm dia
1
-
4092
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Item No. 6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete. a) Sluice valve - PN - 1 (Without bypass) 80 mm dia
1
-
5132
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Item No. 7 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) a) Sluice valve - PN - 1 (Without bypass) 80 mm dia
2
-
1738
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Item No. 8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)
1
-
869
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Item No. 9 Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP. Plate type Electrode (IS 3043) 1. For pump -1Nos 1. For panel board - 1No.
2
-
5476
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Item No. 10 Providing and supplying ISI standard CI Flanged/ S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store/site, unloading stacking etc. complete. CI D/F specials i) 80 to 300 mm dia
114.47
-
73
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SUBWORK NO. 04: RAW WATER RISING MAIN PVC 90 MM DIA. Item No. 1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). Proposed Supply Well to Proposed ESR (90 mm PVC 6 Kg/cm2)
600
-
238
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Providing and supplying ISI standard pvc specials & fittings including transportation to stores / site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. 10% cost of pipes
1
-
14280
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Item No. 2 Providing ISI mark G.I. pipeof following class and dia. excluding GST levied by GOI and GOM in all respect in-cluding inspection charges, transportation to stores, etc. com-plete as per IS-1239/2004. 100 mm G I Pipe Medium class
18
-
981
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1% cost of pipes
1
-
176.58
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Item No. 3 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1 80 mm Dia (non-return valve )
1
-
4092
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Item No. 4 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air Valve Double Ball Flanged Type - PN -1 50 mm dia
3
-
5850
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Mechanical Tee 80x80x80 mm
3
-
2976
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Item No. 5 Excavation for foundation/ pipe trenches in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. Lift 0 to 1.5 Total Excavation Add 10% Naxal
210
-
165
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Item No. 6 Excavation for foundation/ pipe trenches in hard murum and boulder including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. Lift 0 to 1.5 M Add 10% Naxal
147
-
192.5
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Item No. 7 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. Lift 0 to 1.5 M Add 10% Naxal
63
-
629.2
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Item No. 8 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) 90 mm Dia. Add 10% Naxal
600
-
44
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Item No. 9 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. Working pressure 6 kg/cm2 90 mm Dia. Add 10% Naxal
0.6
-
4961
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Item No. 10 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 100 mm G I Pipe Medium class Add 10% Naxal
18
-
141.9
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Item No. 11 Lowering, laying, jointing in position following scour, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 80 mm Dia (non-return valve ) Add 10% Naxal
1
-
1911.8
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Item No. 12 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached) Upto 150mm 50 mm dia Add 10% Naxal
3
-
5578
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Item No. 13 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion,precast RCC frame and cover, etc. Complete as directed by engineer-in-charge. Note: Wall thickness : 0.23 M for depth of .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover
1
-
6595
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Item No. 14 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Add 10% Naxal
416.18
-
92.4
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SUBWORK NO. 05: RECHARGE SHAFT QTY FOR 6 NOS Item No. 1 Drilling of bore 150 mm
180
-
371.36
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Item No. 2 PVC casing pipe 140 mm 6 kg/cm2 including lowering and installation.
150
-
494
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Item No. 3 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling. Lift 0 to 1.5 m
36.24
-
304
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Item No. 4 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. Lift 1.5 to 3.00 m
54.3
-
735
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Item No. 5 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. A) PCC (M 150) for brickwork of chamber Lift 0 to 5.00 m
2.52
-
7033.31
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Item No. 6 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete For Chamber
24.18
-
7343
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Item No. 7 Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. For Chamber
115.92
-
531
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Item No. 8 Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete.
30
-
201
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Item No. 9 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. 40 mm pabbles
52.74
-
1688
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Item No. 10 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
2.88
-
9229.31
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Item No. 11 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306)
0.24
-
97206
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Item No. 12 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
52.86
-
84
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SUBWORK NO. 06: ADDITIONAL DISTRIBUTION OF 90 MM DIA AND 75 MM DIA Item No. 1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). Working Pressure 4 kg/cm2 75 mm
727
-
115
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90 mm
94
-
160
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Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. 10% of cost of pipes
1
-
9864.5
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Item No. 2 Providing ISI mark G.I. pipeof following class and dia. excluding GST levied by GOI and GOM in all respect in-cluding inspection charges, transportation to stores, etc. com-plete as per IS-1239/2004. Considering Nalla / Road Crossing 100 mm G I Pipe Medium class
18
-
981
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1% of cost of pipes
1
-
176.58
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Item No. 3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1. 65 mm sluice valve
4
-
4966
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Item No. 4 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A_x0002_1/259) Lift 0 to 1.5 Add 10% Naxal
344.82
-
165
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Item No. 5 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 Add 10% Naxal
172.41
-
192.5
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Item No. 6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 Add 10% Naxal
57.47
-
629.2
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Item No. 7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means
other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, excluding backfilling, etc. complete by all means. Lift 0 to 1.5 Add 10% Naxal
46.41
-
1118.7
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Item No. 8 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm2 75 mm Add 10% Naxal
727
-
27.5
... More
90 mm
94
-
34.1
... More
Item No. 9 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. Working Pressure 4 kg/cm2 75 mm Add 10% Naxal
0.73
-
2481
... More
90 mm
0.09
-
3721
... More
Item No. 10 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as di-rected by Engineer-in-charge. Considering Nalla / Road Crossing 100 mm G I Pipe Medium class Add 10% Naxal
18
-
141.9
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Item No. 11 Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 65 mm sluice valve Add 10% Naxal
4
-
1376.1
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Item No. 12 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete 100 mm x 225 mm (20 kg) Add 10% Naxal
4
-
1544
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Item No. 13 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38
30.94
-
7581.35
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Item No. 14 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Net volume of refilling Add 10% Naxal
586.35
-
92.4
... More
Item No. 15 Providing and making solid support for FHTC (Functional Household Tap Connection)with c.c. stand 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20 m + depth below ground level 0.10 x 0.20 x deep wailing with 110 mm dia. x 0.65 m + deep stand in c.c 1:3:6 as per drawing including centering , curring , finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge.
28
-
1346.2
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SUBWORK NO. 07: TRIAL AND RUN Item No. 1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (Three Month)
3
-
26244
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SUBWORK NO. 08: MISCELLANOUS WORK Item No. 1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete Deduct For MS Gate(3m x 1.6m ) Total
57
-
2306
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Item No. 2 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt
1
-
31862
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Item No. 3 Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion, finishing painting, etc. complete.
1
-
2425
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Item No. 4 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
9284
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SUBWORK NO. 09: RCC CATTLE TROUGH Item No. 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M Excavation for cattle trough
13.13
-
150
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Excavation for connecting pipe
9
-
150
... More
Item No. 2 Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
5.25
-
1158
... More
Item No. 3 Filling in plinth and floors/ trenches with contractor's murum in 15cm to 20cm layers including watering and compaction complete.
2.63
-
829
... More
Item No. 4 Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad Rajashree, etc cement is permitted. PCC M-150
2.63
-
6204
... More
Item No. 5 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work,bully/steel propups propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted.) (excluding M.S. or Tor reinforcement) In RCC M-150 bottom slab
3.56
-
7264
... More
Item No. 6 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gnesis metal of approved quality for RCC work as per detailed drawings and designs or as directed by including normal dewatering, centering, 'plywoodEngineer in charge formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:03 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (excluding M.S, or Tor reinforcement In RCC M-150 Long Wall for cattle trough
2.94
-
8851
... More
short Wall
1.26
-
8851
... More
Guard Wall back side to cattle trough platform
0.46
-
8851
... More
Item No. 7 Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, lintels, pardies, copings, fins, arches, etc. as pernewels, chajjas, detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire)
0.49
-
97206
... More
Item No. 8 Providing and supplying Blue MDPe pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue colour only assurance certificate from quality agencies like WRC /CIPET (India)with quality. /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed. 32mm dia MDPE Pipe for water supply to cattle trough
40
-
56
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Item No. 9 Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement
1
-
3500
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SUBWORK NO. 10: REPAIRING TO EXISTING RCC ESR CAP - 25000 LTR Item No.1 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete. 10 % NAXAL on labour
34.14
-
53.9
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Item No.2 Providing waterproof plaster to old structure 20 mm thick in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete. 10 % NAXAL on labour
43.76
-
521.7
... More
Item No.3 Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement)
100
-
211
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Item No.4 Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete. 10 % NAXAL on labour
128.51
-
256.2
... More
Item No.5 Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. 10 % NAXAL on labour
128.51
-
11.8
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SUBWORK NO.11: PROVISION FOR FHTC TAP CONNECTION Item No.1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main (Without Road Crossing) For 15 mm Service connection ( Road Crossing)
14
-
1537
... More
For 15 mm Service connection
14
-
2382
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