Running Mtc Of Existing Water Supply Scheme Under Sepahijala District. / Sh Leak Mtc Of Pipeline Attached To Existing Dtw And Sbdtw Schemes In / C Some Other Allied Works Under The Jurisdiction Of Ae Dws Sub-Division, Sonamura During The Year Running Mt
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Apr 2022
0 days left
EMD
19411
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sonamura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Running Mtc Of Existing Water Supply Scheme Under Sepahijala District. / Sh Leak Mtc Of Pipeline Attached To Existing Dtw And Sbdtw Schemes In / C Some Other Allied Works Under The Jurisdiction Of Ae Dws Sub-Division, Sonamura During The Year Running Mtc Of Existing Water Supply Scheme Under Sepahijala District. / Sh Leak Mtc Of Pipeline Attached To Existing Dtw And Sbdtw Schemes In / C Some Other Allied Works Under The Jurisdiction Of Ae Dws Sub-Division, Sonamura During The Year
BOQ
| Sl. No. | Item Description |
| 1 | Leak Mtc. |
| 2 | 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 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 CPWD specification and direction of the Engineer - in – charge.A For UPVC pipes in new works:-i) Pipes, cable etc. not exceeding 90 mm dia |
| 3 | ii) For pipes exceeding 90 mm dia but not exceeding 300mm dia |
| 4 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cementconforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg /cmm sq) i. 40 mm OD |
| 5 | ii. 50 mm OD |
| 6 | iii. 90 mm OD |
| 7 | iv. 110 mm OD |
| 8 | v. 140 mm OD |
| 9 | Charges for push-on ( Tyton ) joints to centrifugally(Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as perCPWD specification and direction of the Engineer - in - charge.i. 80 mm dia |
| 10 | ii. 100 mm dia |
| 11 | iii. 125 mm dia |
| 12 | iv. 150 mm dia |
| 13 | Providing and fitting fixingbrass ferrule with C.I cover conformingto IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge.i)10mm nominal bore |
| 14 | ii)15mm nominal bore |
| 15 | Repairing of leakage caused to damaged of lead joint for C.I pipes C.I specials in/c excavation of earth required upto 1.80m depth cutting of bitumen road /WBM road (up to two or more layer, each layer of 30cm average depth) in/c dewatering side protection and making the same with existing materials etc complete in all respect as per direction of the Engg-in-Charge(lead will be issued by the department at free of cost).i) 80 mm dia |
| 16 | ii)100 mm dia |
| 17 | iii)125 mm dia |
| 18 | iv)150 mm dia |
| 19 | 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 Engineer - in - charge. i. 40 mm dia. |
| 20 | ii. 50 mm dia |
| 21 | iii. 90 mm dia. |
| 22 | iv. 110 mm dia |
| 23 | v. 140 mm dia |
| 24 | 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 Engineer - in - charge. i. 40 mm dia. |
| 25 | ii. 50 mm dia |
| 26 | iii. 90 mm dia |
| 27 | iv. 110 mm dia |
| 28 | v. 140 mm dia |
| 29 | 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. 40 x 40 mm dia |
| 30 | ii. 50 x 50 mm dia |
| 31 | iv. 90 x 90 mm dia |
| 32 | v. 110 x 110 mm dia |
| 33 | vi. 140 x 140 mm dia |
| 34 | 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 perCPWD specification and direction of the Engineer - in - charge. i. 50 x 40 mm dia |
| 35 | ii. 110 x 90 mm dia |
| 36 | iii. 140 x 110 mm dia |
| 37 | iv. 140 x 90 mm dial |
| 38 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in – charge. i. 90 mm dia |
| 39 | ii. 110 mm dia |
| 40 | iii. 140 mm dia |
| 41 | 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.i. 15 mm dia. nominal bore |
| 42 | ii. 20 mm dia. nominal bore |
| 43 | iii. 25 mm dia. nominal bore |
| 44 | iv. 40 mm dia. nominal bore |
| 45 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge.i. 15 mm dia 75 mm long |
| 46 | ii. 15 mm dia 150 mm long |
| 47 | Providing and fitting ,fixing PVC/plastic bib cock conforming ti IS 9763 in hydrant post at different locationsas per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia PVC/Plastic bib cock |
| 48 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as perCPWD specification and direction of the Engineer – in-charge.v. 40 mm dia |
| 49 | vi. 50 mm dia |
| 50 | 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. i. 15 mm dia |
| 51 | ii. 20 mm dia |
| 52 | iii. 25 mm dia |
| 53 | iv. 40 mm dia |
| 54 | 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.i. 15 x 15 x 15 mm dia |
| 55 | ii. 20 x 20 x 20 mm dia |
| 56 | iii. 40 x 40 x 40 mm dia |
| 57 | iv. 50 x 50 x 50 mm dia |
| 58 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 59 | ii. 20 mm dia |
| 60 | iii. 40 mm dia |
| 61 | iv. 50 mm dia |
| 62 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 63 | ii. 20 mm dia |
| 64 | iii. 40 mm dia |
| 65 | iv. 50 mm dia |
| 66 | 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 pipeline, 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. i. 90 mm OD |
| 67 | ii. 110 mm OD |
| 68 | iii. 140 mm OD |
| 69 | 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.B. by manual means . |
| 70 | 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.i. 10 mm dia nominal bore |
| 71 | ii. 15 mm dia nominal bore |
| 72 | Providing & Placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. (excluding the G.I. pipe which will suppled free of cost from the departmental storeyard ). i. 150mm dia . |
| 73 | Providing and fixing C.I. non-return valve of approved quality as perCPWD specification and direction of the Engineer-in- charge. i. 100 mm nominal bore |
| 74 | ii. 150 mm nominal bore |
| 75 | Charges for fixing C.I. sluice valves with cap complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. i. 80 mm dia.A. PN - 1.6 |
| 76 | ii. 100 mm dia. A. PN - 1.6 |
| 77 | iii. 125 mm dia. A. PN - 1.6 |
| 78 | iv. 150 mm dia.A. PN - 1.6 |
| 79 | 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 & direction of the Engineer-in-charge.i. 90 mm dia. |
| 80 | ii. 110 mm dia. |
| 81 | iii. 140 mm dia. |
| 82 | Providing and laying of flexible PVC 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). i. 15mm dia |
| 83 | ii. 20 mm dia |
| 84 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 90 mm dia |
| 85 | ii. 110 mm dia |
| 86 | iii. 140 mm dia |
| 87 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge.A)D. I. Collar flanged sockettediv. 150 mm dia |
| 88 | B)D. I. Flanged socketted Tail piece i. 100mm dia |
| 89 | ii. 125 mm dia |
| 90 | iii. 150 mm dia |
| 91 | C)D. I. Flanged Spigotted Tail piecei. 100mm dia |
| 92 | ii. 125 mm dia |
| 93 | iii. 150 mm dia |
| 94 | Providing andfixing C.I. sluice valves (with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. i. 80 mm dia.A. PN - 1.6 |
| 95 | ii. 100 mm dia. A. PN - 1.6 |
| 96 | iii. 125 mm dia. A. PN - 1.6 |
| 97 | iv. 150 mm dia.A. PN - 1.6 |
| 98 | Earth work in excavation by mechanical means (Hydraulicexcavator) / 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. |
| 99 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level .i). 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 100 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 101 | First class brick work in foundation and plinth including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ).- |
| 102 | 12 mm cement plaster of mix(i). Cement mortar 1:4(1 cement:4 fine sand) |
| 103 | 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. |
| 104 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:i).1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 105 | Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 106 | Neat cement punning. |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: (i). 1:2:4 (1 cement:2 fine sand:4 graded well burntbrick aggregate of 20mm nominal size) |
AI Tender Summary
Tender Timeline
Apr 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender