Tender For Repairing Of Existing Pump House And Existing Pipe Line Maintenance Of Hydrant Point, With Other Allied Works In Different Scheme Of Duski Section Under Dws Sub-Division, Teliamura.
Tender Value
5.26 Lakhs
Estimated cost
Bid Submission
20 Sep 2023
0 days left
EMD
10521
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kalyanpur → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Of Existing Pump House And Existing Pipe Line Maintenance Of Hydrant Point, With Other Allied Works In Different Scheme Of Duski Section Under Dws Sub-Division, Teliamura.
BOQ
| Sl. No. | Item Description |
| 1 | Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipe line, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc complete as per specification of & direction of the Engineer in charge. |
| 2 | i) 90mm OD |
| 3 | ii) 110 mm OD |
| 4 | iii) 140 mm OD |
| 5 | Providing fixing and laying fabricated UPVC socket/coupler conforming to IS : 10124(part-2) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge. |
| 6 | i)90mm OD |
| 7 | ii) 110 mm OD |
| 8 | iii) 140 mm OD |
| 9 | Providing fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with cuplers of same class conforming to IS : 10124 ( Pt- II) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.A. Class -3 ( Working pressure 6.0 kg/cm2) |
| 10 | i) 40 mm OD |
| 11 | ii) 90mm OD |
| 12 | iii) 110 mm OD |
| 13 | iv) 140 mm OD |
| 14 | Providing fixing and laying fabricated UPVC bend of required degree conforming to IS: 10124 (P-8/9/10/ 11/12/13) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 15 | i) 90 mm dia |
| 16 | ii) 110 mm dia. |
| 17 | iii) 140 mm dia. |
| 18 | Providing fixing and laying fabricated UPVC end cap conforming to IS: 10124 (P-4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 19 | i) 90 mm dia |
| 20 | ii) 110 mm dia. |
| 21 | Reparing of leakage caused for damaged of lead joint at CI pipe/CI specials/ in/c excavation of earth as required upto 1.80 m depth cutting of bituminous red/WBM road (upto 3 or more layers) by 30 cm avaragedepth/soling road in/c dewatering side protection and making good the same with existing materials etc. complete in all respect as per direction of the Engineer in charge. |
| 22 | i) 100 mm dia |
| 23 | ii) 150 mm dia. |
| 24 | Providing fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (P-5) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 25 | i) 90x90 mm dia |
| 26 | ii) 110x110 mm dia. |
| 27 | iii) 140x140 mm dia. |
| 28 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 29 | i) 100x100 mm dia. |
| 30 | ii) 150x150 mm dia. |
| 31 | Providing fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (P-3) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 32 | i) 110x90 mm dia |
| 33 | ii) 140x110 mm dia. |
| 34 | Providing fixing and laying fabricated UPVC tail piece with MS flange(8mm thick) conforming to IS: 10124 (P-6) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 35 | i) 90 mm dia |
| 36 | ii) 110 mm dia. |
| 37 | iii) 140 mm dia. |
| 38 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. |
| 39 | i. 15 mm dia PVC /plastic bib cock |
| 40 | Proving & fixing GI full way valve as per chpater 20 of CPWD specification & direction of the Engineer in charge. |
| 41 | i) 40 mm dia |
| 42 | Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 43 | i) 10 mm nominal bore |
| 44 | ii) 15 mm nominal bore |
| 45 | Providing & fixing of GI socketas CPWD specification & direction of Engineer in charge. |
| 46 | i) 15 mm dia |
| 47 | ii) 20 mm dia |
| 48 | iii) 40 mm dia |
| 49 | Providing & fixing of GI union jointsas per CPWD specification and direction of Engineer in charge |
| 50 | i) 15mm dia |
| 51 | ii) 20 mm dia. |
| 52 | iii) 40 mm dia |
| 53 | Providing & fixing GI Nipple of medium classas per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 54 | i) 15mm dia 75mm long |
| 55 | ii) 15mm dia 150 mm long |
| 56 | Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 57 | i)20X15 mm |
| 58 | ii) 40x15 mm dia |
| 59 | iii) 100x80 mm dia |
| 60 | iv) 150x80 mm dia |
| 61 | v) 150x100 mm dia |
| 62 | Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 63 | i)15 mm dia |
| 64 | ii)20 mm dia. |
| 65 | iii) 100 mm dia |
| 66 | iv) 150 mm dia |
| 67 | Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge. |
| 68 | B) By manual means |
| 69 | Providing & fitting, fixing CI sluice Valve(with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely) |
| 70 | i) 80 mm dia. (A) PN - 1.6 |
| 71 | ii) 100 mm dia. (A) PN - 1.6 |
| 72 | iii) 150mm dia. (A) PN - 1.6 |
| 73 | Providing & fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer in charge. |
| 74 | i) 100 mm dia |
| 75 | ii) 150 mm dia. |
| 76 | Providing lead chaulked joints to spun iron or CI pipes and specials in/c testing of joints but ex/c the cost of pig lead as pe chapter 20 of CPWD specification and the direction of the Engineer in charge. |
| 77 | i) 80 mm dia |
| 78 | ii) 100 mmdia |
| 79 | iii) 150 mm dia |
| 80 | Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m including getting out the excavated soil as required in layer not exceeding 20 cm in depth in consolidating each deposited layer by ramming, watering etc. & dressing of surplus excavated soil as directed within a lead of 50 m.(a) ordinary soilC) For UPVC pipes in old worka) In all kinds of soil |
| 81 | i) for pipes not exceeding 90 mm OD |
| 82 | ii) for pipe exceeding 90 mm OD but not exceeding 300 mm OD |
| 83 | Providing & laying of Flexible pvc Pipe( conforming to IS : 7634) complete as per specificatio& direction of the Engineer In Charge ( cost of earth work & fittings will be paid separately) |
| 84 | a) 15 mm dia |
| 85 | b) 20 mm dia |
| 86 | Providing and fixing G.I. pipes medim 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. |
| 87 | i. 15 mm dia. nominal bore |
| 88 | ii. 40 mm dia. nominal bore |
| 89 | Labour for removal of deposited iron etc from the existing CI/DI pipe line by chain lead pully system attached with required dia cutter etc in/c necessary earth excavation of Engineer in charge. (pin poit for cutting of CI/DI pipe line will be as per direction of the Engineer in charge. |
| 90 | b) 200 mm dia to 80 mm dia |
| 91 | Disconnection of the Existing ferrule, GI socket, union joints, bend etc from main pipe line and plugging the existing ferrule hole with GI plug in/c necessary cutting earth and refilling the same etc complete as per direction of the Engineer in charge. |
| 92 | Labour for removal of deposited iron forign materials etc from existing PVC pipe line by cgain lead pully system attached with required dia of cutter etc in/c necessary earth excavation dismantiling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc complete as per direction of the Engineer in charge. (pin point for cutting of PVC pipe line will be as per direction of the Engineer in charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at free of cost. |
| 93 | a) 140 mm dia to 90 mm dia. |
| 94 | Earthwork in excavation in all kinds of soil 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, stacking the suitable soil properly for using the same in the building below floor and disposal of surplus excavated soil as directed, within a lead of 50 m as directed as perclauses of Chapter - 2 of CPWD specification. |
| 95 | a) By manual means |
| 96 | Supplying fitting fixing of following spare parts of approved quality suitable etc. as per direction of the Engineer-in-Charge. |
| 97 | a) Full theraded nuts and bolt,10 mm dia, 50 mm long |
| 98 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 99 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump (L & T)as per specification and direction of the Engineer-in-charge. |
| 100 | i) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 101 | ii) 35 HP/26 kw Relay range within 20-32 + 10% |
| 102 | Providing and fitting fixing steel sheet enclosed switch fuse unit(suitable for DIN fuses), triple pole with Neutral Link (TPN),415/500 Volt, L & T / Havells / BCH make etc. completeas per specification and direction of the Engineer-in-charge. |
| 103 | (ii) 63 amps |
| 104 | (iii) 100 amps |
| 105 | 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. |
| 106 | ii) 10 mm dia nominal bore |
AI Tender Summary
Tender Timeline
Sep 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 20, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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