Tender For Day To Day Maintenance And Improvement/Repair/Laying And Fitting Of Pipes For Extension/Restoration Of Water Supply Scheme Of Minor Urgent Nature Of Works And Execution Of Small Petty Works, Repair And Renovation Of Civil Structures With A
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Sep 2026
5 days left
EMD
1.60 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Day To Day Maintenance And Improvement/Repair/Laying And Fitting Of Pipes For Extension/Restoration Of Water Supply Scheme Of Minor Urgent Nature Of Works And Execution Of Small Petty Works, Repair And Renovation Of Civil Structures With Allied Works Under Maintenance And Repair / Sdrf / Untied Heads Within Jurisdiction Of Jal Shakti (Phe) Division Poonch.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in tranches for foundation, drains, pipes, cables etc. (Not exceeding 1.5m in width) and for shafts, wells, cess pits and the like not exceeding 10 Sqm on plan, depth upto 1.5m, including disposal of excavted earth upto 1 mtr from cutting edge, disposal earth is to be levelled and neatly dressed in: all kinds of soils. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50m, disposal earth is to be levelled and neatly dressed in: all kinds of soils. |
| 3 | Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked material. Ist lift |
| 4 | 2nd Lift |
| 5 | 3rd Lift |
| 6 | 4th Lift |
| 7 | Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and left upto 1.5mtr. |
| 8 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 9 | Dismantling of G.I.pipe (external work) incl. excavation and refilling trenches after taking out pipes manually/by mechanical means incl. stacking of pipes within 50mtr lead: |
| 10 | a) 15mm to 40mm nominal bore |
| 11 | b) Above 40mm nominal bore |
| 12 | Deployment of extra fitters/Mazdoor for restoration of damaged G.I.pipes, rethreading of pipes, locating/traces of blockages/leakages and Cleaning of Dugwell/GSR/OHT. |
| 13 | A) Mazdoor |
| 14 | b) Fitter |
| 15 | c) Painter |
| 16 | d) White Washer |
| 17 | e) Blacksmith (Welder) |
| 18 | f) Carpenter |
| 19 | g) Mason |
| 20 | Laying & Fitting of G.I. HDPE Pipes of different dia complete excluding cost of pipes and earth work. |
| 21 | 15mm dia G.I.pipe |
| 22 | 20mm dia G.I.pipe |
| 23 | 25mm dia G.I.pipe |
| 24 | 32mm dia G.I.pipe |
| 25 | 40mm dia G.I.pipe |
| 26 | 50mm dia G.I.pipe |
| 27 | 65mm dia G.I.pipe (L) |
| 28 | 65mm dia G.I.pipe (M) |
| 29 | 80mm dia G.I.pipe (L) |
| 30 | 80mm dia G.I.pipe (M) |
| 31 | 100mm dia G.I.pipe (L) |
| 32 | 100mm dia G.I.pipe (M) |
| 33 | Providing ,Laying & Fitting of G.I.pipes complete excluding cost of earth work and refilling |
| 34 | 15mm dia G.I.pipe |
| 35 | 20mm dia G.I.pipe |
| 36 | 25mm dia G.I.pipe |
| 37 | 32mm dia G.I.pipe |
| 38 | 40mm dia G.I.pipe |
| 39 | 50mm dia G.I.pipe |
| 40 | 65mm dia G.I.pipe (L) |
| 41 | 65mm dia G.I.pipe (M) |
| 42 | 80mm dia G.I.pipe (L) |
| 43 | 80mm dia G.I.pipe (M) |
| 44 | 100mm dia G.I.pipe (L) |
| 45 | 100mm dia G.I.pipe (M) |
| 46 | Making connection of G.I.distribution branch with G.I.main of following sixes by providing and fixing Tee, incl. cutting and threading the pipe etc. complete. |
| 47 | 25 to 40mm nominal bore |
| 48 | 50 to 80mm nominal bore |
| 49 | Providing and fixing of G.I union in G.I pipe including cutting and threading the pipe and making complete job (New work) |
| 50 | 15 mm nominal bore |
| 51 | 20 mm nominal bore |
| 52 | 25 mm nominal bore |
| 53 | 32 mm nominal bore |
| 54 | 40 mm nominal bore |
| 55 | 50 mm nominal bore |
| 56 | 65 mm nominal bore |
| 57 | 80 mm nominal bore |
| 58 | Providing and fixing of G.I union in existing G.I pipe line including cutting and threading the pipe and making long screw incl. excavation and refilling the earth and making the good the same complete |
| 59 | 15 mm nominal bore |
| 60 | 20 mm nominal bore |
| 61 | 25 mm nominal bore |
| 62 | 32 mm nominal bore |
| 63 | 40 mm nominal bore |
| 64 | 50 mm nominal bore |
| 65 | 65 mm nominal bore |
| 66 | 80 mm nominal bore |
| 67 | Fabrication/welding of joint |
| 68 | Providing & laying in position cement concrete of specified grade excluidng the C/o centring & shuttering all work upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggr. 20mm nominal size (Crusher) |
| 69 | Providing & laying in position cement concrete of specified grade excluidng the C/o centring & shuttering all work upto plinth level in 1:4:8 (1 cement: 4 coarse sand:8 graded stone aggr. 20mm nominal size (Crusher) |
| 70 | Providing & laying in position cement concrete of specified grade excluidng the C/o centring & shuttering all work upto plinth level in 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggr. 20mm nominal size (Crusher) |
| 71 | Providing & laying in position cement concrete of specified grade excluidng the C/o centring & shuttering all work upto plinth level in 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggr. 20mm nominal size (Crusher) |
| 72 | Reinforced cement concrete work in arches, archribs, domes, valults, shells folded plate & frros having slope more than 15 upto floor five level excl. the C/o centring, shuttering, finishing & reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggr. 20cm nominal size) |
| 73 | Reinforced cement concrete work in wall (any thickness), incl. attached pilasters, buttresses, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggr. 20mm nominal size (Crusher) |
| 74 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 75 | a) Foundation , footings bases of columns etc for mass concrete |
| 76 | Extra for shuttering in circular works |
| 77 | b) Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 78 | Extra for shuttering in circular works |
| 79 | c) Suspended floors, roofs, landings, balconies and access platforms |
| 80 | d) Shelves (cast in situ) |
| 81 | e) Lintels, beams , griders , bresumers and cantivelrs |
| 82 | Extra for shuttering in circular works |
| 83 | f) Columns , Pillars , Piers , abutments, posts and struts |
| 84 | g) Stairs (excluding landings) excpet spiral staircases |
| 85 | h) Spiral staircases (including landings) |
| 86 | i) Arches , domes vaultes upto 6 m span |
| 87 | Extra for shuttering in circular works |
| 88 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finish with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate crushed |
| 89 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in-charge |
| 90 | 1:3:6 of richer mix |
| 91 | 1:4:8 of richer mix |
| 92 | Demolishinmg RCC work manually/by mechanical means incl. stacking of steel bars and disposal of unserviceable material within 50mtr lead: |
| 93 | Dismantling manually / mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in charge) |
| 94 | a) Water bound macadam road |
| 95 | b) Bituminous road |
| 96 | Dismantling Old Plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead |
| 97 | Dismantling door windows and cluster windows (steel or wood) shutter including chowkats, hold fasts etc complete and stacking within 50 m lead of area of 38 sqm and below |
| 98 | Welding including transportation of plant at site etc complete by electric plant |
| 99 | Demolishing RCC work by mechanical means & stckpiling at designated locations & disposal of dismantled materials upto a lead of 1 Kilometer, stacking serviceable and unserviceable materail seprately including cutting reinforcement bars |
| 100 | Providing and fixing 1 mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S guesst plates at the junctions and corners, all necessary fitting complete, inclduing applying a priming coat of approved steel primer |
| 101 | a) Using M.S angles 30x6 mm for diagonal braces and central cross piece |
| 102 | Reinforcement for RCC work incl. straightening, cutting, bending, placing in position and binding all complete (TMT) |
| 103 | Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade. Old steel work (One or more coats) |
| 104 | Colour washing such as green blue or buff to give an even shade. New work (two or more coats) with a base coat of white washing with lime |
| 105 | 15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 106 | 15mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 107 | Finishing walls with water proofing cement paint paint of required shade. Old work (One or more coat) |
| 108 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. Meters and under, including cutting the patch in proper shape ranking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead with cement mortar 1:4 (1 cement : 4 coarse sand) |
| 109 | White washing with lime to give and even shade on New Work (three or more coats) |
| 110 | Edges of slabs and breaks in floors and walls |
| 111 | Dumping of stone including cost of stone in horizontal on load |
| 112 | Supply of stone |
| 113 | Carriage of sand from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site):Sand average distance 50Km by M.T. |
| 114 | Stone aggregate 40mm and above nominal size average distance 20Km by M.T. |
| 115 | Stone aggregate below 40mm nominal size average distance 20Km by M.T. |
| 116 | Cement/Steel average distance 20Km by M.T. |
| 117 | Sand average distance 1000 mtr H.L. |
| 118 | Stone aggregate 40mm and above nominal size average distance 1000 mtr H.L. |
| 119 | Cement average distance 1000 mtr H.L. |
| 120 | Steel average distance 1000 mtr H.L. |
| 121 | Carriage of GI pipe incl. loading, unloading and stacking complete (20 km by MT) |
| 122 | Carriage of GI pipe incl. loading, unloading and stacking complete (500 m by HL) |
| 123 | Carriage of boulder including loading , unloading and stacking complete 1000 |
| 124 | Carriage of Raw water pump and allied accessories including loading unloading from Jammu to site of work(To and fro) complete job Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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