Tender For Water Supply Schemes Under Rws Scheme Kumarghat R.D. Block Under Dws Division, Kumarghat During The Year 2026-27/ Sh:-Maintenance And Repair Of Ci/Gi/Di/Upvc/Pvc Pipe Line Of Different Dtw , Sbdtw , Swtp , Bm Well, Innovative Schemes Boost
Tender Value
9.60 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
2 days left
EMD
19207
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Water Supply Schemes Under Rws Scheme Kumarghat R.D. Block Under Dws Division, Kumarghat During The Year 2026-27/ Sh:-Maintenance And Repair Of Ci/Gi/Di/Upvc/Pvc Pipe Line Of Different Dtw , Sbdtw , Swtp , Bm Well, Innovative Schemes Boosting Tank Schemes In/C Repairing Of Leakage, Washing, Remodeling, Relaying Of Pipe Line, Providing And Fitting Fixing Of All Accessories, Construction Of Chamber, Reconnection Of functional house hold tap connection Within Jurisdiction Of Jagannathpur Gp, Krishnanagar Gp, Radhanagar Gp, Sripur Gp, Fatikcherra Dasarath Deb Vc, Fatikroy Gp, Rajnagar Gp, Saidarpar Gp, Gokulnagar Gp, Ganganagar Gp, Rajkandi Vc, Saidacherra Vc Within The Jurisdiction Of Dws Sub-Division Kumarghat
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- a) In cement mortar. |
| 2 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for replastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- incharge. |
| 4 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge:- |
| 5 | 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 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil |
| 7 | 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. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | b) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete above plinth level. a) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 11 | Centering shuttering including struttings, propping etc.and removal of form work for: a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 12 | b) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 13 | c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 14 | d) Weather shade, Chajjas, corbels etc., including edges. |
| 15 | e) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 16 | 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: 5.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 5.2.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 5.2.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | First class brick work in foundation and plinthincluding cost of all materials as required complete:- a) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 20 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- a) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 21 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 22 | 12mm cement plaster of mix a) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 23 | Neat cement punning. |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix: a) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 25 | Finishing with epoxy paint ( one or more coats ) of approved brand and manufacture at all locations prepared and applied as per manufacturer's specification on old work including preparation of surface etc. as required complete as per direction of the Engineer in charge:- a) On steel work. |
| 26 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 27 | Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design. |
| 28 | Distempering with dry distemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge. |
| 29 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge. |
| 30 | Finishing with epoxy paint ( one or more coats ) ofapproved brand and manufacture at all locationsprepared and applied as per manufacturer'sspecification on old work including preparation ofsurface etc. as required complete as per direction of the Engineer in charge:- a) On steel work. |
| 31 | Painting on G.S. sheet with synthetic enamel paint ( one or more coats ) of approved brand and manufacture of required colour to give an even shade on old work including preparation of surface as required complete as per direction of the Engineer in charge:- |
| 32 | 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-incharge. i) 90 mm dia. |
| 33 | ii) 110 mm dia. |
| 34 | iii) 140 mm dia. |
| 35 | 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 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-incharge. i) 90 mm dia. |
| 36 | ii) 110 mm dia. |
| 37 | iii) 140 mm dia. |
| 38 | 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. |
| 39 | ii) 110 mm dia. |
| 40 | iii) 140 mm dia. |
| 41 | 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 50 metre as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 42 | ii) 150 mm dia |
| 43 | Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department) |
| 44 | 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) 90 mm dia. |
| 45 | ii) 110 mm dia. |
| 46 | iii) 140 mm dia. |
| 47 | Providing lead caulked joints to spun iron or CI pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer-in-charge. i) 100 mm dia. |
| 48 | ii) 150 mm dia. |
| 49 | Providing and Supplying of pig lead conforming to IS : 27 at site of work as per CPWD specification and direction of the Engineer - in - charge. |
| 50 | 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 Eng-in-charge . i) By manual means |
| 51 | Cutting of bituminous road (30cm. average depth) taking good he same i/c. supply of extra quantities of average blinding materials and bitumen required . A. Brick (jhama) aggregate |
| 52 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter – 2 of CPWD specification and direction of the Engineer-in-charge. C. For UPVC pipes in old work a. In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 53 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 54 | D. For G.I. / C.I. / D.I. pipes in old work. a. In all kinds of soil. ii) For pipes exceeding 80 mm dia but not exceeding 300 mm dia |
| 55 | 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 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 CPWD specification and direction of the Engineer - in - charge. A. Class -3 (working pressure 6.00 kg/cm2) i) 40 mm OD |
| 56 | ii) 50 mm OD |
| 57 | iii) 90 mm OD |
| 58 | iv) 110 mm OD |
| 59 | v) 140 mm OD |
| 60 | Providing and laying of flexible PVC pipe ( confirming 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) 15 mm dia |
| 61 | ii) 20 mm dia |
| 62 | iii) 25 mm dia |
| 63 | iv) 32 mm dia |
| 64 | Providing and 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. 100 mm dia Ductile Iron Class K-7 pipes. |
| 65 | ii. 150 mm dia Ductile Iron Class K-7 pipes. |
| 66 | Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge. i) 100 mm dia. |
| 67 | ii) 150 mm dia. |
| 68 | 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. 100 mm dia Ductile Iron Class K-7 pipes. |
| 69 | ii. 150 mm dia Ductile Iron Class K-7 pipes. |
| 70 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 71 | ii) 150 mm dia. |
| 72 | Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 as per CPWD specification. i. 80 mm dia. Nominal bore. |
| 73 | ii. 100 mm dia. Nominal bore. |
| 74 | iii. 150 mm dia. Nominal bore. |
| 75 | Providing and fixing enclosed type water meter ( bulk type ) conforming to IS : 2373 and tested by DWS wing of PWD complete with bolts, nuts, rubber insertions etc. as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). i. 80 mm dia. Nominal bore. |
| 76 | ii. 100 mm dia. Nominal bore. |
| 77 | iii. 150 mm dia. Nominal bore. |
| 78 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 80 mm nominal bore |
| 79 | ii) 100 mm nominal bore |
| 80 | 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 Engineer - in - charge. i) 80 mm dia. A. PN - 1.6 |
| 81 | ii) 100 mm dia. A. PN-1.6 |
| 82 | iii) 150 mm dia. A. PN-1.6 |
| 83 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. F. D.I. Flanged Socketted tail piece i)80 mm dia |
| 84 | ii) 100 mm dia |
| 85 | iii) 150 mm dia. |
| 86 | G. D.I. Flanged Spigotted tail piece i) 80 mm dia. |
| 87 | ii) 100 mm dia |
| 88 | iii) 150 mm dia. |
| 89 | Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge. |
| 90 | 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 Engineer in charge. i) 90 mm dia. |
| 91 | ii) 110 mm dia |
| 92 | iii) 140 mm dia |
| 93 | 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 per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia. |
| 94 | 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) 90 x 90 mm dia |
| 95 | 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 per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia. |
| 96 | ii) 110 mm dia. |
| 97 | iii) 140 mm dia. |
| 98 | 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 Engineer-in-charge. i) 110 x 90 mm dia |
| 99 | Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI 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 |
| 100 | ii) 20 mm dia. nominal bore |
| 101 | iii) 40 mm dia. nominal bore |
| 102 | iv) 65 mm dia. nominal bore |
| 103 | v) 80 mm dia. nominal bore |
| 104 | vi) 100 mm dia. nominal bore |
| 105 | vii) 150 mm dia. nominal bore |
| 106 | Charges for fixing brass ferrule with C.I. mouth cover including boring and tapping the main, ( excluding the cost of ferrule ) complete as per CPWD specification and direction of theEngineer - in - charge. i) 15 mm dia. nominal bore |
| 107 | Providing and fixing brass ferrule with C.I cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge i) 15 mm dia. nominal bore |
| 108 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia dia with 15 mm dia opening |
| 109 | ii) 50 mm dia dia with 15 mm dia opening |
| 110 | iii) 90 mm dia with 15 mm dia opening |
| 111 | iv) 110 mm dia with 15 mm dia opening |
| 112 | v) 140 mm dia with 15 mm dia opening |
| 113 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia 75 mm long. |
| 114 | ii) 20 mm dia 75 mm long. |
| 115 | iii) 25 mm dia 150 mm long |
| 116 | Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge. i) 15 mm dia |
| 117 | ii) 20 mm dia |
| 118 | iii) 25 mm dia. |
| 119 | iv) 40 mm dia |
| 120 | Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge. i) 15 mm dia |
| 121 | ii) 20 mm dia |
| 122 | iii) 25 mm dia |
| 123 | iv) 40 mm dia |
| 124 | v) 65 mm dia |
| 125 | vi) 80 mm dia |
| 126 | vii) 100 mm dia |
| 127 | viii) 150 mm dia |
| 128 | Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia |
| 129 | iI) 20 mm dia |
| 130 | iii) 25 mm dia. |
| 131 | iv) 40 mm dia |
| 132 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. xxviii. 100 x 100 x 80 mm dia |
| 133 | xxxi. 150 x 150 x 80 mm dia |
| 134 | xxxii. 150 x 150 x 100 mm dia |
| 135 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification anddirection of the Engineer - in - charge. vii. 65 x 65 x 65 mm dia |
| 136 | viii. 80 x 80 x 80 mm dia |
| 137 | ix. 100 x 100 x 100 mm dia |
| 138 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification anddirection of the Engineer - in - charge. xxiv. 80 x65 mm dia |
| 139 | xxviii. 100 x 80 mm dia |
| 140 | xxxiv. 150 x 80 mm dia |
| 141 | xxxv. 150 x 100 mm dia |
| 142 | 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. i. 15 mm dia PVC /plastic bib cock |
| 143 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia |
| 144 | ii) 20 mm dia |
| 145 | iii) 25 mm dia |
| 146 | iv) 40 mm dia |
| 147 | Providing and fixing Gun Metal non-return valve (Horizontal) of approved quality as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia. |
| 148 | Constructing masonry chamber 90x90x100 Cm, Inside with brick work in cement mortar 1:4(1 cement : 4 fine sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4(1 cement : 2 find sand :4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement :5 find sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement :3 find sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer-in-charge. (A) With 1st Class Brick Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 12, 2026
Bid Opening Date
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