Laying Distribution System For Ghusuru Piped Water Supply Scheme At Naxalbari Block Under Siliguri Sub Division Part C 2Nd Call
Tender Value
15.32 Lakhs
Estimated cost
Bid Submission
20 Aug 2019
0 days left
EMD
30700
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NAXALBARI → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Distribution System For Ghusuru Piped Water Supply Scheme At Naxalbari Block Under Siliguri Sub Division Part C 2Nd Call
BOQ
| Name of Work: Laying distribution system for GHUSURU Piped Water Supply Scheme at Naxalbari Block under Siliguri Sub Division, P.H.E. Dte. (Part -C). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation in trenches of adequate width having a minimum depth to keep the top surfaced of pipe line 1.20M. below in any sorts of soil mixed with boulders road sub-grade and its flanks dewatering the trenches preparing the bottom surface for continuous bedding of pipe line fitting fixing valves, specials etc. in position cutting of pipes as reqd. carriage of materials from depttl. store to work site filling of trenches with excavated materials consolidating the same in layers, removing the surplus materials from site incl. all labour tools and plants as per specification and instruction of E.I.C. (The pipes, specials, valves, rubber gasket C.I.D.T.Joint will be supplied by department. The surplus materials are to be returned to same store at his own cost) C.I./D.I. PIPE LINE. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 200 mm. dia. | BI01010001010000000000000515BI0100001113 | 25 | m |
| 3 | 2 | Fitting fixing and jointing properely C.I./D.I.pipe (Tyton joint)with rubber gasket as per specification and instruction of E.I.C. (Rubber gasket will be supplied Departmentally). | BI01010001010000000000000515BI0100001114 | ||
| 4 | 2.01 | 200 mm. dia. | BI01010001010000000000000515BI0100001115 | 5 | Nos |
| 5 | 3 | Making flange joints in the pipe line (C.I./D.I.) with the supply of nuts & bolts with washer rubber insertion 6 kg./m.sq. 1/8 gauge and other materials required etc. all complete incl. making joints holes, shuttering, planking dewatering the trenches and supply of all complete as per direction of E.I.C. | BI01010001010000000000000515BI0100001116 | ||
| 6 | 3.01 | 200 mm dia. | BI01010001010000000000000515BI0100001117 | 4 | Nos |
| 7 | 3.02 | 80 mm. dia. | BI01010001010000000000000515BI0100001118 | 4 | Nos |
| 8 | 4 | Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns lintels curved or straight including fitting fixing and striking out after completion of works. | BI01010001010000000000000515BI0100001119 | ||
| 9 | 4.01 | 25 mm to 30 mm thick wooden shuttering as per decision & direction of E.I.C. | BI01010001010000000000000515BI0100001120 | 40 | sqm |
| 10 | 5 | Ordinary cement concrete ( Mix 1:1.5:3 ) with graded stone chips (20mm.) excluding shuttering and reinforcement if any,in ground floor as perrelevant IS codes. (a) River bazree | BI01010001010000000000000515BI0100001121 | 6 | cum |
| 11 | 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a) River bazree | BI01010001010000000000000515BI0100001122 | 8 | cum |
| 12 | 7 | Tor steel reinforcement (for reinforced cement concrete work) including distribution bars,stirrups, binders etc.,including cost of bars, initial straightening and removal of loose rust if necy. cutting to requisite length, hooking & bending to correct shape,placing in proper position and binding with 16G. black annealed wire at every intersection complete as per drawing & direction. | BI01010001010000000000000515BI0100001123 | ||
| 13 | 7.01 | For work in foundation,basement and upto roof of ground floor/upto 4M. [JSW/JSPL/SHYAM/BMASL/ ELECTROSTEEL /SSL] | BI01010001010000000000000515BI0100001124 | 0.4 | MT |
| 14 | 8 | Hydraulically testing of different type (D.I./C.I./A.C.) of pipe in section by hand pump or pump and the proposed field testing to check the quality of workmanship of pipeline and the quality of pipe.The test pressure shall be kept 1.5 times to the actual operating pressure (i,e the test pressure recomended by I.S.I. for corresponding pipe materials whether the gauge pressure will remain static for 30 minutes by filling water including supply of necessary equipment such as generator set/ pump,gauge, air compressor in-section along with as specified in the specification including providing blank flange duly stiffened with angle or joint section on either side of the pipe line and necessary equipment, and supply of water will be necessary for testing work including disposal of water after testing etc. all complete as per direction of E.I.C. ( When department will supply water for test, the rate will be reduced @ 33% from the following rate ) | BI01010001010000000000000515BI0100001125 | ||
| 15 | 8.01 | 200 mm. dia. | BI01010001010000000000000515BI0100001126 | 25 | m |
| 16 | 9 | Disinfection of distribution line (A.C./C.I./D.I.) by flashing with water containing bleaching powder @ 56 mg. per liter of water and cleaning the same with fresh water.The water should remain in the main for a minimum period of 24 hours. The bleaching powder solution will be applied continuously for a period of time, to provided column of chlorinated water in contact with all inner surface of the main for a period of at least 3 hours operation. ( To be repeated twice )( The D.C.M. brand bleaching powder and water will be supplied by the agency ) | BI01010001010000000000000515BI0100001127 | ||
| 17 | 9.01 | 200 mm. dia. | BI01010001010000000000000515BI0100001128 | 25 | m |
| 18 | 10 | Earth work in excavation in foundation trenches or drains in all sorts of soil including removing spreading or stacking the spoils within a lead of 75mtr. as directed including trimming the sides of trenches leveling, dressing and ramming the bottom, bailing out water etc. as required complete | BI01010001010000000000000515BI0100001129 | ||
| 19 | 10.01 | Depth of excavation not exceeding 1.50mtr. but not required shoring . | BI01010001010000000000000515BI0100001130 | 5 | cum |
| 20 | 11 | Making socket joint to C.I.S.S. pipe/specials and valves with lead and yarn including making joints,dewatering trenches as per specification and direction of the E.I.C. | BI01010001010000000000000515BI0100001131 | ||
| 21 | 11.01 | 200 mm. dia. pipeline with 5.25 Kg. Lead and 0.300 kg. Yarn to each joint. | BI01010001010000000000000515BI0100001132 | 4 | nos |
| 22 | 12 | M.S. work in brackets made from flats, angles, tees etc to sizes specially bent, twisted, forged, making holes drilling and fitted to rafter of trusses with necessary bolts, nuts, washers or screws etc (length of straight not less than 230mm.) | BI01010001010000000000000515BI0100001133 | 50 | kg |
| 23 | 13 | Supplying, laying, fitting fixing and jointing of U.P.V.C class- III pipes ( as per I.S. 4985 – 2000 ), pressure not less than 6 Kg/sq cm. with solvent cement joint ( as per I.S. 14182 -1994 ) including supply of fabricated P.V.C. fittings ( as per I.S. 101 -1988 ) including fitting and fixing with C.I/A.C. pipes, valves, specials etc. where necessary including required sand cushioning & cost of all ancillary works connected in aligning positioning & fixing all pipes, specials & valves etc. up to an average depth of 1M over top of the pipes so as to maintain throughout the length of the pipe line including cutting trenches in all types of soil and back filling the trenches in layers with excavated materials including hydraulic testing, disinfection and washing of pipe line complete as per direction of E.I.C. ( solvent cement along with specials & valves upto 63mm O.D. for U.P.V.C. pipeline to be supplied by the agency and valves above 63mm O.D. will be supplied by the Deptt. ) | BI01010001010000000000000515BI0100001134 | ||
| 24 | 13.01 | 200 mm O.D. | BI01010001010000000000000515BI0100001135 | 995 | m |
| 25 | 13.02 | 63 mm O.D. | BI01010001010000000000000515BI0100001136 | 1560 | m |
| 26 | 14 | Labour charges for pucca road cutting made of bitumen, stone metal and other compacted materials for laying of pipe line, including all labour tools and plants complete as per direction of E.I.C. | BI01010001010000000000000515BI0100001137 | 5 | cum |
| 27 | 15 | Construction of sluice valve chember as per departmental drawing no.32/NBC/DC/PHE/79/97 with brickwork in cement morter (4:1)on 15 cm of C.C.(6:3:1)with supply of approved quality C.I.surface box embedded into 150mm thick R.C.C.removal slab in (4:2:1) incl.fitting fixing overhauling the valve if necessary.all complete as per specification and instruction of E.I.C. (Valves,Speacials will be supplied departmentally). | BI01010001010000000000000515BI0100001138 | ||
| 28 | 15.01 | 200 mm dia. | BI01010001010000000000000515BI0100001139 | 2 | nos |
| 29 | 15.02 | 80 mm. dia. To 150 mm. Dia. | BI01010001010000000000000515BI0100001140 | 2 | nos |
| 30 | 16 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) | BI01010001010000000000000515BI0100001141 | ||
| 31 | 16.01 | 50 mm dia. Medium quality | BI01010001010000000000000515BI0100001142 | 18 | m |
| 32 | 16.02 | 65 mm dia. Medium quality | BI01010001010000000000000515BI0100001143 | 6 | m |
| 33 | 16.03 | 80 mm. dia. Medium quality | BI01010001010000000000000515BI0100001144 | 6 | m |
| 34 | 16.04 | 100 mm. dia. Medium quality | BI01010001010000000000000515BI0100001145 | 6 | m |
| 35 | 17 | Supplying, fitting & fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, short piece etc. , including cost of all materials , cutting pipes, making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and speacials with bituminous paint complete in all respect. (payment will be made on the center line measurements of total pipe line including all specials) | BI01010001010000000000000515BI0100001146 | ||
| 36 | 17.01 | 50 mm dia. Medium quality | BI01010001010000000000000515BI0100001147 | 24 | m |
| 37 | 17.02 | 65 mm dia. Medium quality | BI01010001010000000000000515BI0100001148 | 6 | m |
| 38 | 17.03 | 80 mm. dia. Medium quality | BI01010001010000000000000515BI0100001149 | 6 | m |
| 39 | 17.04 | 100 mm. dia. Medium quality | BI01010001010000000000000515BI0100001150 | 6 | m |
| 40 | 18 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (i) Above 150 mm thick | BI01010001010000000000000515BI0100001151 | 6 | cum |
AI Tender Summary
Tender Timeline
Aug 05, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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