Shifting Of Existing Pvc / Di Pipeline For Widening Of Pwd Road From Jatanbari To Mandirghat During The Year 2021-22 . Shifting Of Existing Pvc / Di Pipeline For Widening Of Pwd Road From Jatanbari To Mandirghat During The Year 2021-22 .
Tender Value
13.38 Lakhs
Estimated cost
Bid Submission
24 Jan 2022
0 days left
EMD
13382
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karbook → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Shifting Of Existing Pvc / Di Pipeline For Widening Of Pwd Road From Jatanbari To Mandirghat During The Year 2021-22 . Shifting Of Existing Pvc / Di Pipeline For Widening Of Pwd Road From Jatanbari To Mandirghat During The Year 2021-22 .
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes,cables, etc. including excavation for sockets, dressing of sides where required, rammingof bottoms, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and bacfilling 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 Er-in-charge. A. For UPVC pipes in new Work : (a) In all kinds of soili) For pipes not exceeding 90 mm dia |
| 2 | ii)For pipes not exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | B. For G.I/ C.I / D.I pipes in new work ii)For pipes exceeding 90 mm dia. but not exceeding 300 mm dia. |
| 4 | Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding thecost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge.....A) Class-3( Working pressure 6.0kg/cm2 ). ii) 50 mm dia. |
| 5 | ii) 110 mm dia. |
| 6 | iii) 140 mm dia. |
| 7 | Providing and laying of flexible PVC pipeconforming to IS: 7634 ) complete as per specification and direction of the including testing of joints complete as per CPWD specification and direction of the Engineer-in charge(cost of earth work and fittings will be paid separately).i) 15 mm dia |
| 8 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS:10124(part 8/9/10/11/12/13) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge. i) 110 mm dia |
| 9 | ii)140 mm dia |
| 10 | 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 Engg-in charge.ii) 110 mm dia |
| 11 | iii)140 mm dia |
| 12 | Providing, fixing and laying fabricated UPVC end cap conforming to IS:10124(part 4) with solvent cement conforming to IS: 14182 including testing of joints complete as perCPWD specification and direction of the Engg-in charge.ii) 110 mm dia |
| 13 | iii) 140 mm dia |
| 14 | 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 Engg-in-charge. i) 110 x 110 mm dia |
| 15 | ii) 140 x 140 mm dia |
| 16 | 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 CPWD specification and direction of the Engg-in charge. |
| 17 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8mm thiak) conforming to IS:10124 (part 6) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in-charge. ii) 110mm dia |
| 18 | iii) 140 mm dia |
| 19 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) By manual means |
| 20 | Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A) External work(i ) 40 mm dia. nominal bore |
| 21 | Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mmnominal bore. |
| 22 | Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mmdia plastic bib cock. |
| 23 | Providing and fitting fixing G.I. Nipple as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia 75mm long. |
| 24 | Providing and fitting fixing G.I. bend/elbow in the pipe line incliding testing of joints complete as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia. |
| 25 | Providing and fitting fixing G.I. socket as per CPWD specification and direction of the Er-in-charge.i) 15 mm dia. |
| 26 | Providing and fitting fixing G.I. union as per CPWD specification and direction of the Er-in-charge.i) 15 mm dia. |
| 27 | Providing and fixing C.I. sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engg in-charge.i) 100 mm dia (PN- 1.0) |
| 28 | ii) 125 mm dia (PN- 1.0) |
| 29 | iii) 150 mm dia (PN- 1.0) |
| 30 | 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 kinds of soil |
| 31 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including 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. |
| 32 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering :- All work upto plinth level i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 33 | First class brick work in foundation and plinth including cost of all materials as required complete:-A) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 34 | 12 mm cement plaster of mix.i) In cement mortar 1 : 4 (1 cement : 4 fine sand ) |
| 35 | Neat cement punning |
| 36 | Charges for dismantling PVC/ HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification and direction of the Engineer.-in charge. i) 90 mm dia |
| 37 | ii) 110 mm dia |
| 38 | iii) 140 mm dia |
| 39 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. i) 150 mm dia |
| 40 | i) 100 mm dia |
| 41 | ii) 200 mm dia |
| 42 | Providing and laying S & S centrifugally cast (Spun ) Ductile Iron class K-9 pipes conforming to IS : 8329 as per CPWD specification and direction of the Er-in-charge.i) 100 mm dia |
| 43 | ii)200 mm dia |
| 44 | i) 150 mm dia |
AI Tender Summary
Tender Timeline
Jan 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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