Harish Chandra Research Institute Tender
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Harish Chandra Research Institute - HRI Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 44,00,000
Costs
EMD
₹ 88,000Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HRI_815296_1Bid Award Id
ViewTender No
HRI/22/2024Tender Authority
Harish Chandra Research Institute ViewPurchaser Address
-Website
http://http://www.hri.res.in/
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Documents
BOQ Items
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50 mm nominal dia Pipes
800
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
80
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
29
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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80 mm nominal bore Horizontal
6
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50 mm nominal bore Horizontal
29
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AIR VALVE Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 80 mm dia
2
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Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 150 mm dia pipe
45
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Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 80 mm dia nominal bore
2
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
6
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
29
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil
175
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Extra for every additional lift of 1.50 Mtr or part thereof in excavation/ banking or part thereof in excavation/ banking excavated or stacked materials- Ordinary or hard rock
15
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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
100
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
180
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.
-
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All types of soil 300 mm dia
30
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Rocky strata including Boulders 300 mm dia
30
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm
150
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge 150 mm nominal size dia
70
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
22
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 150 mm dia
2
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Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts f required size complete. 150 mm clamp
4
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia
2
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
15
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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of required size & thinkness not less than 50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer in-charge.
3.6
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P/l in position specified grade of reinforcement cement concrete excluding the cost of centering and shuttering and finishing and reinforcement - all works up to plinth level in 1:1.5 :3 ( 1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal
3
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Centering and shuttering propping etc. and removal of form for roofs
15
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Steel reinforcement for RCC work including straightening , cutting bending and placing in position and binding all complete upto plinth level for TMT bar
250
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15 mm cement plaster over the wall with 1:4 mix (1cement: 4 course sand)
100
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
4
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 1:6 (1 cement : 6 coarse sand)
10
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Providing water logging test with electro logging equipment & required machinery for ascertaining / logging aquifers encountered in bore well and arranging and defining the water availability test giving test report of Geohydrologist from Govt. approved laboratory recommending water bearing zones, TDS of water etc. complete as directed by E.I.C.
2
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Boring /drilling of bore well of required dia for casing /strainer pipes by suitable method prescribes in IS:2800 ( Part I)including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per the direction of Engineer in Charge, upto 30 mtr depth below ground level - All types of soil - For 400 mm dia
65
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Supplying assembling , lowering and fixing in vertical position in bore well unplasticised PVC medium well casing CM( pipe of 150 mm nominal dia conforming to IS:12818 including required hire and labour charges fitting and accessories etc. all complete, for all depths as per direction of Engineer in Charge
30
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Supplying assembling , lowering and fixing in vertical position in bore well ,unplasticised PVC medium well screen (RMS) ( pipe of 150 mm nominal dia with Rib conforming to IS:12818 including required hire and labour charges fitting and accessories etc. all complete as per direction of Engineer in Charge.
16
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Supplying filling, spreading & leveling stone boulders of size range 5 cm. to 20 cm. in recharge pit in the required thickness, for all leads & lifts , all complete as per direction of Engineer Incharge
2
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Supplying filling ,spreading & leveling gravel of size range 5 mm. to 10 mm. in recharge pit over the existing layer of boulders in the required thickness ,for all leads & lifts , all complete as per direction of Engineer In charge
2
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Supplying filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm. in recharge pit over the existing layer of gravel in the required thickness ,for all leads & lifts , all complete as per direction of Engineer In charge.
1
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Gravel packing in tube well construction in accordance with IS :4097 including providing gravel fine/medium / coarse in required grading and sizes as per actual requirement , all complete as per direction of Engineer In-charge.
9
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
20
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