| 1 | 1 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-\n12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list | | | |
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| 2 | 1.01 | a)100 mm.dia. | | 2 | Nos. |
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| 3 | 1.02 | b)80 mm.dia. | | 2 | Nos. |
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| 4 | 2 | Flange Spigot 100 mm dia PN-10(With carraige ) | | 4 | Nos. |
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| 5 | 3 | Flange Spigot 80 mm dia PN-10(With carraige ) | | 4 | Nos. |
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| 6 | 4 | Mechanical Coller 100 mm dia(With carraige ) | | 4 | Nos. |
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| 7 | 5 | Supply of G. I. pipes of TATA make including necessary sockets | | | |
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| 8 | 5.01 | 150 mm dia.(Medium quality ) For Cassing pipe of culvert crossing & boring | | 45 | mtr. |
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| 9 | 6 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. | BI01010001010000000000000515BI0100001112 | | |
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| 10 | 6.01 | a) In ground floor including roof. | BI01010001010000000000000515BI0100001113 | | |
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| 11 | 6.02 | a) upto 150 mm. thick | | 2 | Cu.M. |
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| 12 | 7 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S.specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost.Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C.\nN.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be\nproduced before laying of pipe line. | | | |
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| 13 | 7.01 | ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or\n(India) SGS/NTH Kolkata or as per direction of EIC as per approved\nvender list.\niii)No part payment at any stage on account of supply of materials shall\nbe entertained.\niv)Payment will be made on actual consumption of materials.\nv)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.\nvi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.\nvii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item.\nviii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill. | | | |
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| 14 | 7.02 | (A) Pressure Rating : Class - III | | | |
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| 15 | 7.03 | ii) Laying of pipe line including cost of pipe & fittings/specials but\nexcluding cost of valves. | | | |
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| 16 | 7.04 | a)110 mm O.D. | | 1368 | mtr. |
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| 17 | 7.05 | b)90 mm O.D. | | 138 | mtr. |
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| 18 | 8 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). | | | |
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| 19 | 8.01 | B) For UPVC/HDPE Pipe | | | |
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| 20 | 8.02 | a) 110 mm (OD) | | 1368 | mtr. |
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| 21 | 8.03 | b) 90 mm (OD) | | 138 | mtr. |
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| 22 | 9 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). | | | |
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| 23 | 9.01 | B) For UPVC/HDPE Pipe | | | |
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| 24 | 9.02 | a) 90 mm (OD) | | 1368 | mtr. |
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| 25 | 9.03 | b) 110 mm (OD) | | 138 | mtr. |
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| 26 | 10 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. | | | |
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| 27 | 10.01 | N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. | | | |
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| 28 | 10.02 | ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list. | | | |
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| 29 | 10.03 | iii)No part payment at any stage on account of supply of materials shall be entertained. | | | |
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| 30 | 10.04 | iv)Payment will be made on actual consumption of materials. | | | |
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| 31 | 10.05 | v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list. | | | |
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| 32 | 10.06 | vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so. | | | |
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| 33 | 10.07 | vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item | | | |
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| 34 | 10.08 | viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill. | | | |
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| 35 | 10.09 | (A) Pressure Rating : Class - III | | | |
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| 36 | 10.1 | (iii) Laying of pipe line including cost of pipe, fittings/specials but excluding cost of valves | | | |
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| 37 | 10.11 | 63 mm O.D. | | 432 | mtr. |
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| 38 | 11 | Crossing any kind of water main or casing pipe horizontally by water jet system across the any type of black top metal road including pumping out water filling bore gap by sand blowing if required making arrangement for perfect horizontal bore, excavation of drilling and receiving pit required water arrangement, barricading, signaling, laying pushing water main (casing pipe ) filling excavation pit restoration of worksite all complete as per direction and satisfaction of E.I.C. a) Within Bankura Sadar Sub Division under Bankura Division. | | | |
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| 39 | 11.01 | i) In hard moorum/laterite Zone for dia upto 200 mm. | | 9 | mtr. |
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| 40 | 12 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | | 14 | Sq.M. |
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| 41 | 13 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | | 1.5 | Cu.M. |
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| 42 | 14 | 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. | | | |
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| 43 | 14.01 | (a) With local hard blackstone variety chips (crusher broken) | | 4 | Cu.M. |
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| 44 | 15 | Supplying,fitting and fixing PVC pipes for Underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI pipes as per IS : 1239 (part - I) with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials, jointing materials, cutting pipes, making threads cutting trenches upto 1.5 mtr. below surface in all sorts of soil and refilling the same as directed comlete in all respect. (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.) | | | |
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| 45 | 15.01 | PVC Pipes | | | |
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| 46 | 15.02 | (Dia) | | | |
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| 47 | 15.03 | 15 mm | | 45 | Mtr. |
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| 48 | 16 | a) Construction of RCC street stand post (700mm height) of RCC(1:1.5:3) footing over 75mm thick 4:2:1 P.C.C over a single B/Fsoling with 1% reinforcement, connected with saddle piece &15mm dia brass ferrule with supplying fitting, fixing 15mm dia G.I.nipple, G.I.socket, G.I. 200mm x 150mm reducing elbow and 20mm dia GI(m) TATA pipe of (avg.) 2.6mtr. long and one 15mm dia alloy Iron with brass spindle bib cock with socket and 20mm G.I. elbow 2nos. with 15mm GI(m) TATA pipe of 0.225mtr. for connection of stand post to distribution line as per deptt. design and drawing as per direction of EIC along with Construction of platform of size CC platform (1:2:4) over a single B/F soling below G.L over 150mm.thick sand filling, neat cement finish over platform and inner side of band and 15mm thick cement plaster (4:1) on top of platform band and outside upto G.L. as per deptt. drawing and as per direction of EIC | | 11 | nos |
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| 49 | 17 | Construction of masonry drain attached to platform of R.C.C. street Stand Post with 1st class 12.50 cm. thick brick work in cement mortar (1:4) over a layer of single brick flat soling, sand filling, 150mm. thick and weak cement concrete (1:3:6) with jhama khoa (30mm. Size) including earth work in excavation, 15mm. thick plaster (4:1) and neat cement punning all round the drain etc.all complete as per approved design, drawing and direction of the E.I.C.(Ref. Drg No. SE / PIU, BANKURA / DRAIN - II / 2018 - 19) | | | |
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| 50 | 17.01 | i) Inside Section ( 150 mm X 150 mm) (B X H) | | 11 | mtr. |
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| 51 | 18 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] | | | |
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| 52 | 18.01 | i) 80 mm to 150 mm dia pipe | | 4 | nos |
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| 53 | 19 | Add GST 12 % (CGST 6% + SGST 6%) | BI01010001010000000000000515BI0100001128 | 1 | Item |
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| 54 | 20 | Add CESS 1% | BI01010001010000000000000515BI0100001129 | 1 | Item |
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