Public Works Department-PWD has published Nrdwp Schemes Under Sepahijala District / Extension Of Domestic Household Connection Of Drinking Water At Charilam Rd Block Under Dws Sub-Division , Bishramganj During The Year 2019-20 Under Atal Jaladhara Mission. Submission Date for this Tender is 06-03-2020. Water Pipe Line Tenders in Bishramganj Tripura. Bidders can get complete Tender details and download the document.
| Name of Work:NRDWP Schemes under Sepahijala District / Extension of domestic household connection of drinking water at Charilam RD Block Under DWS Sub-Division, Bishramganj during the year 2019-20 under Atal Jaladhara Mission | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm ( slope 1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter-2 of CPWD specification and direction of the Engineer - in – charge. A. For UPVC pipes in new work (a) in all kinds of soil | |||
| 2 | 1.01 | (i) for pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001112 | 2380 | mtr |
| 3 | 1.02 | (ii) for pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001113 | 170 | mtr |
| 4 | 1.03 | B. for GI/CI/DI pipes in new work (i) for pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001114 | 100 | mtr |
| 5 | 2 | Providing fixing & laying rigid UPVC pipes conforming to IS:4985 jointing with couplers of same class conforming to IS: 10124(Pt-II) with solvent cement conforming to IS:14182 including testing of joints complete (but excluding the cost of specials like bend ,tees etc.which will be paid separately) as per per CPWD specification and direction of the Engineer-in charge. A.Class-3 (Working pressure 6.0 kg/Cm2\ni.40mm OD | BI01010001010000000000000515BI0100001115 | ||
| 6 | 2.01 | i) 40 mm OD | BI01010001010000000000000515BI0100001116 | 122.5 | mtr |
| 7 | 2.02 | ii) 90mm OD | BI01010001010000000000000515BI0100001117 | 280 | mtr |
| 8 | 2.03 | iii).110mm OD | BI01010001010000000000000515BI0100001118 | 170 | mtr |
| 9 | 3 | Providing and laying of flexible pipe (conforming to IS: 7634) complete as per specification and direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately)\n | BI01010001010000000000000515BI0100001119 | ||
| 10 | 3.01 | i) 15mm dia | BI01010001010000000000000515BI0100001120 | 2100 | mtr |
| 11 | 4 | Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.\n | BI01010001010000000000000515BI0100001121 | ||
| 12 | 4.01 | i. 15 mm dia nominal bore | BI01010001010000000000000515BI0100001122 | 240 | Nos |
| 13 | 5 | Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | ||
| 14 | 5.01 | i. 15 mm dia nominal bore | BI01010001010000000000000515BI0100001124 | 350 | Nos |
| 15 | 6 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001125 | ||
| 16 | 6.01 | ii. 15 mm dia 150 mm long | BI01010001010000000000000515BI0100001126 | 700 | Nos. |
| 17 | 7 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in – charge. | BI01010001010000000000000515BI0100001127 | ||
| 18 | 7.01 | i).15 mm dia | BI01010001010000000000000515BI0100001128 | 700 | Nos |
| 19 | 8 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001129 | ||
| 20 | 8.01 | i).15 mm dia | BI01010001010000000000000515BI0100001130 | 350 | Nos. |
| 21 | 9 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001131 | ||
| 22 | 9.01 | i).15 mm dia | BI01010001010000000000000515BI0100001132 | 350 | Nos. |
| 23 | 10 | Providing and fixing C. I. Bib cock (long handle) as per CPWD specification and direction of the Engineer - in -Charge. | BI01010001010000000000000515BI0100001133 | ||
| 24 | 10.01 | i).15mm dia | BI01010001010000000000000515BI0100001134 | 350 | Nos |
| 25 | 11 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.\nB. by manual means \n | BI01010001010000000000000515BI0100001135 | 140 | mtr |
| 26 | 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level .\ni). 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) | BI01010001010000000000000515BI0100001136 | 3.5 | Cum |
| 27 | 13 | Providing & laying fabricated UPVC end cap conforming to IS : 10124(part-4) with solvent cement conforming to Is:14182 in/c testing of joint complete as per CPWD specification and direction of the Engineer-in-charge. (i). 90mm dia | BI01010001010000000000000515BI0100001137 | 10 | nos. |
| 28 | 13.01 | ii).110mm dia | BI01010001010000000000000515BI0100001138 | 6 | nos. |
| 29 | 13.02 | iii).140mm dia | BI01010001010000000000000515BI0100001139 | 3 | nos. |
| 30 | 14 | Providing fixing and laying fabricated UPVC straight reducer conforming to IS : 10124(part 3) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. (i).110X90mm dia | BI01010001010000000000000515BI0100001140 | 6 | nos. |
| 31 | 14.01 | iI) 140x110 mm dia | BI01010001010000000000000515BI0100001141 | 5 | nos. |
| 32 | 14.02 | iii) 140x190 mm dia | BI01010001010000000000000515BI0100001142 | 5 | nos. |
| 33 | 15 | Providing & fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 (part 2) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i). 90mm dia | BI01010001010000000000000515BI0100001143 | 45 | nos. |
| 34 | 15.01 | ii).110mm dia | BI01010001010000000000000515BI0100001144 | 30 | nos. |
| 35 | 15.02 | iii).140mm dia | BI01010001010000000000000515BI0100001145 | 25 | nos. |
| 36 | 16 | Providing fixing and laying fabricated UPVC equal tee conforming to IS : 10124(part 5)with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i).90X90mm dia | BI01010001010000000000000515BI0100001146 | 5 | nos. |
| 37 | 16.01 | iI) 110x110 mm dia | BI01010001010000000000000515BI0100001147 | 4 | nos. |
| 38 | 16.02 | iii) 140x140 mm dia | BI01010001010000000000000515BI0100001148 | 2 | nos. |
| 39 | 17 | Providing and laying S&S C.I standard specials such as tee bends collars tapers caps etc. (Heavy class ) as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. (i). Up to 300mm dia | BI01010001010000000000000515BI0100001149 | 1 | MT |
| 40 | 18 | Providing lead chaulked joints to spun iron C.I pipes and specials including testing of joints but excluding the cost of pig lead as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. (i). 100mm dia | BI01010001010000000000000515BI0100001150 | 5 | nos. |
| 41 | 18.01 | ii).125mm dia | BI01010001010000000000000515BI0100001151 | 15 | nos. |
| 42 | 18.02 | iii).150mm dia | BI01010001010000000000000515BI0100001152 | 30 | nos. |
| 43 | 19 | Providing and fixing G.I pipes medium class as per IS 1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. (A). External work (i). 15mm dia nominal bore | BI01010001010000000000000515BI0100001153 | 35 | mtr |
| 44 | 19.01 | ii).20mm dia nominal bore | BI01010001010000000000000515BI0100001154 | 25 | mtr |
| 45 | 19.02 | iii).25 mm dia nominal bore | BI01010001010000000000000515BI0100001155 | 25 | mtr |
| 46 | 20 | Charges for laying in position S & S or flanged C.I / D.I pipes ( excluding cost of pipe ) complete as per CPWD specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001156 | 0.5 | MT |
| 47 | 21 | Dismantling old C.I. D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50mtr. As per CPWD specification and direction of the Engineer-in-Charge. (i).150mm dia | BI01010001010000000000000515BI0100001157 | 150 | mtr |
| 48 | 22 | Charges for dismentling PVC/HDPE pipes after necessary excavation of earth in/c washing and stackign of pipes properly at site with all leads and lift and backfilling of soil as required after laying in pipeline, in lears not exceeding 200mm in depth in/c consoledeting each deposited layir by ramming watering etc. complete as per Specification and direction of the Engineer-in-charge. (i). 90mm dia | BI01010001010000000000000515BI0100001158 | 200 | mtr |
| 49 | 22.01 | ii).110mm dia | BI01010001010000000000000515BI0100001159 | 150 | mtr |
| 50 | 22.02 | iii).140mm dia | BI01010001010000000000000515BI0100001160 | 100 | mtr |
| 51 | 23 | Providing and fixing C.I sluice valves (with cap) Complete with nuts bolts rubber insertions etc. (the tail pieces if required will be paid separately ) as per specification and direction of the Engineer-in-charge (i).100mm dia A.PN-1.6 | BI01010001010000000000000515BI0100001161 | 2 | nos. |
| 52 | 23.01 | (ii).125 mm dia A.PN-1.6 | BI01010001010000000000000515BI0100001162 | 2 | nos. |
| 53 | 23.02 | (iii).150mm dia A.PN-1.6 | BI01010001010000000000000515BI0100001163 | 5 | nos. |
| 54 | 24 | First class brick work in foundation and plinth including cost of all materials required complete.In cement mortar 1:4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001164 | 10.44 | cum |
| 55 | 25 | Providing and laying in position cement concrete of specified grade ex/c the cost of centering and shuttering. All work up to plinth level. i).1:2:4(1 cement:2 fine sand:4 graded well burnt brick aggregate 20mm nominal size. | BI01010001010000000000000515BI0100001165 | 0.972 | cum |
| 56 | 26 | 12 mm cement plaster in single layer including cost of materials required and finishing even smooth and curing. i) cement mortar 1: 4(1cement :4 fine sand) | BI01010001010000000000000515BI0100001166 | 64.8 | sqm |
| 57 | 27 | Neat cement punning | BI01010001010000000000000515BI0100001167 | 64.8 | sqm |
| 58 | 28 | Providing and fitting, fixing of brash fulway valve with handle in the GI pipe line in/c cutting threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer in-charge . (i). 50mm dia | BI01010001010000000000000515BI0100001168 | 2 | nos. |
| 59 | 28.01 | (ii).40mm dia | BI01010001010000000000000515BI0100001169 | 3 | nos. |
| 60 | 29 | Reinforced cement concrete work in walls (any thickness) including attached pilasters butteresses plinth and skirting courses fillets cloumns pillars piers abutments posts and struts etc. upto floor five level excludign cost of centring shuttering finishing and reinforcement.\nIn plinth and skirting courses,fillets,columns,pilars,posts and struts. (i). 1: 2 : 4 (1 cement : 2 fine sand : 4 brick aggregate 1st class 20mm nominal size) | BI01010001010000000000000515BI0100001170 | 1.62 | cum |
| 61 | 30 | Centering shuttering in/c strutting,propping etc and removal of form work for: \nFoundations,footings,bases for columns etc for mass concrete. | BI01010001010000000000000515BI0100001171 | 5.4 | sqm |
| 62 | 31 | Reinforcement for RCC works including strightening cutting bending plaicing in position & binding all complete upto floor five level . i) TMT. Bras / Cold twisted reinforced steel bars. | BI01010001010000000000000515BI0100001172 | 300 | kg |
| 63 | 32 | Washing and removal of deposited iron sludge and any other foreign materials from inside the existing water distribution pipeline (PVC) using UPVC coil pipe (Washing rod fitted with iron brush in/c excavation trenches upto required depth with cutting of CI/DI/GI pipes at a length of every 55 metre interval or post thereof and jointing of pipes and special as required refilling trenches with available excavated earth etc complete as per the direction of the Engineer-In-Charge. (Rate in/c of making PVC Couplers, cost of cement solvent PVC pipe for making PVC couplers will be issued by the Dept. by free of cost. | BI01010001010000000000000515BI0100001173 | ||
| 64 | 32.01 | i) 90 mm dia. | BI01010001010000000000000515BI0100001174 | 3500 | kg |
| 65 | 32.02 | ii) 110 mm dia. | BI01010001010000000000000515BI0100001175 | 2500 | kg |
| 66 | 32.03 | iii)140 mm dia. | BI01010001010000000000000515BI0100001176 | 2000 | kg |
| 67 | 33 | Supplying and filling in plinth,under floor, foundations etc with sand(fine)from local quarry with all lifts in/c spreading in horizontal layers,watering,grading to required slope,ramming,consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001177 | 5 | cum |
| 68 | 34 | Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation backfilling of soil as required after laying of pipe line in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming watering etc complete as per specification & direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001178 | ||
| 69 | 34.01 | i) 90 mm OD | BI01010001010000000000000515BI0100001179 | 150 | cum |
| 70 | 34.02 | iI) 110 mm OD | BI01010001010000000000000515BI0100001180 | 180 | cum |
| 71 | 34.03 | iII) 140 mm OD | BI01010001010000000000000515BI0100001181 | 120 | cum |
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