Tender For Construction, Of Chopra Water Supply Scheme. At Ramnagar Block (Nainital)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Jul 2026
2 days left
EMD
1.70 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Almora → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction, Of Chopra Water Supply Scheme. At Ramnagar Block (Nainital)
BOQ
| Sl. No. | Item Description |
| 1 | Cost of source work & Treatment worksSupply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete |
| 2 | Earth work in excavation by mechanical means / manual means in foundation trenches or drains, bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50In All kinds of soil |
| 3 | In ordinary rock |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Coursed rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level |
| 6 | 20 mm thick plaster 1:3 CM on inner face of chamber |
| 7 | Raised pointing on out side of chamber |
| 8 | 20 mm thick PCC in 1:1.5:3 in chamber floor |
| 9 | RCC 1:2:4 in slab |
| 10 | MS work in RCC |
| 11 | 40 mm thick PCC 1:2:4 in coping |
| 12 | Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size |
| 13 | Supply and filling of boulder pitching |
| 14 | Supply and lay 150 mm dia perforted G.I. (M) pipes having 10 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50. |
| 15 | 50 mm dia GI medium class pipe with plug for washout |
| 16 | Supply and fix 50 mm dia G.M.Gate valve and socket over bye pass pipe. |
| 17 | MS V-notch 900 x 300 size, 3 mm thick |
| 18 | 100 mm dia GI medium class pipe with wire net on mouth for overflow |
| 19 | 100 mm dia GI both end flanged pipe with blind flange and nut bolts for Bye-pass arrangement during construction of cross wall |
| 20 | Painting of MS work two coats of Black Japan paint over one primer coat |
| 21 | WPC painting on outer exposed surface of approved quality (same area as pointing) |
| 22 | CI grating 300 x 300 at inlet chamber |
| 23 | Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete, but excess over 2 m wide cross wall.Earth work in excavation by mechanical means / manual means in foundation trenches or drains , bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50In All kinds of soil |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 25 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level |
| 26 | Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size |
| 27 | Supply and filling of boulder pitching |
| 28 | Supply and lay 150 mm dia perforted G.I. (M) pipes having 100 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50. |
| 29 | Same as above item but 50 mm da pipe un -perforted for gadhera bye pass. 50 mm dia |
| 30 | Supply and fix 50 mm dia G.I. plug and socket/gate valve over bye pass pipe. |
| 31 | Provision for Stream diversion. |
| 32 | Supply of all mateials, labour T&P and construction of spring collection chamber as per departmental type design completeEarth work in excavation by mechanical means / manual means in foundation trenches or drains , bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50In All kinds of soil |
| 33 | In ordinary rock |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 35 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 38 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 39 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Raised and cut pointing |
| 40 | Supply and filling of Filter mediaStone Aggregate (Single size) : 06 to 15 mm nominal size |
| 41 | Stone Aggregate (Single size) :15 to 25 mm nominal size |
| 42 | Stone Aggregate (Single size) : 25 to 40 mm nominal size |
| 43 | Supply and fixing of MS cover 45x45x5 mm. Side angle,middle angle 30x5 - 6nos. , 600x600 mm. 22 mm gauge steel sheet and arrangement of locking system with all laabour and T&P cartage complete at site Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.assuming '@40kg/sqm |
| 44 | Supply of all mateials, labour T&P and construction of Slow Sand Filter as per departmental type design completeExcavation of earth mixed with boulders etc requiring use of specials T&P such as pick axe pabbels etc. for foundation including lift up to 1.50 m and lead upto 30 filling watering and ramming of excavated earth into trenches or into plinth and disposal of surplus earth upto a distance of 60 m from the foundation trenches. |
| 45 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 46 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 47 | Mild steel and iron work in plain work such as RCC work when not included in overall rates wrought to required shape as necessity including for porper completion of work including supply of all materials, steel and wastage. @ 1.2% of RCC |
| 48 | Making filtration arrengement Main / lateral drains with perfolated cover etc |
| 49 | Supply and laying of supporting graval material of required uniformaly coefficient. |
| 50 | Supply and laying of filter media of required uniformity coefficient including all labour, material, T&P etc. from Ramnagar to site of work. |
| 51 | Supply and fixing in position M.S. ladder Structural steel work riveted, bolted or welded in built up se trusses and framed work. |
| 52 | Supply and fixing of 80 mm dia CIDF sluice valve including supply of all materials, labour and T&P etc. complete. |
| 53 | Providing & fixing inlet; overflow, washout and bypass pipes 80 mm dia, G.I. medium pipe including supply of all materials,labour T&P etc. complete. |
| 54 | Apron or Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 55 | Applying water proof paint over entire work,New work (New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). |
| 56 | Centring and shuttering for Walls (any thickness) including including strutting,ropping etc. and removal. Lean concrete foundation |
| 57 | Walls |
| 58 | Channel Slab |
| 59 | Provision for bearing capacity of soil, hydraulic desigh and drawing charges. @ 3% of above Total |
| 60 | Protection workRandom rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 61 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 62 | Supply mainSupply of ISI marked G.I. Pipes conforming to IS: 1239 (Part-I)/2004 or its latest amendments(s). 80 mm dia |
| 63 | Layingof G.I. Pipe & Specials |
| 64 | Excavation of pipe line trench in following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m from trenches including supply of labour, T&P etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and 15% will be in ordinary rock.Soil mixed with shingle Boulders |
| 65 | Ordinary Rock |
| 66 | Providing & Fixing Brass G.M. Valve / Wheel Valve in position including all material, labourer, T&P etc complete. 80 mm dia |
| 67 | C.I. Air valves confirming IS: 789, 15mm dia |
| 68 | Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete. For 03 NosExacavation earth mixed shingle & boulder for foundation including lift upto 3m and lead upto 30 m(100ft) filling, watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or into the plinth & removal & disposal of surplus earth upto a distance of 60m (200ft) from the foundation trenches. |
| 69 | PCC 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 70 | PCC 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 71 | Supply & fix Manhole cover 60x60cm MS surface box hinged with locking arrangement copmplete. |
| 72 | Supply & fixing of washout pipe etc. |
| 73 | Random Rubble Stone Masonary laid in 1:6 cement and sand mortar, in brest walls, retaining walls, parapets, scuppers, etc including supply of all materials, royalyilrs, labour T&P etc. |
| 74 | Clear water ResorviorSupply of all materials, labour T&Petc complete to construct CWR as per drawing includung all pipes & fittings complete. 40 KL Capacity |
| 75 | Supply & fixing of chlorinating arrangement of 25 litre capacity over CWR roof slab. Including supply of all materials & labours as per type design & drawing complete. |
| 76 | Random Rubble Stone Masonary laid in 1:6 cement and sand mortar, in brest walls, retaining walls, parapets, scuppers, etc including supply of all materials, royalyilrs, labour T&P etc. |
| 77 | Distribution MainSupply of ISI marked G.I. Pipes conforming to IS: 1239 (Part-I)/2004 or its latest amendments(s). 32mm dia |
| 78 | 40mm dia |
| 79 | 50mm dia |
| 80 | 65mm dia |
| 81 | 80mm dia |
| 82 | Layingof G.I. Pipe & Specials32mm dia |
| 83 | 40mm dia |
| 84 | 50mm dia |
| 85 | 65mm dia |
| 86 | 80mm dia |
| 87 | Excavation of pipe line trench in following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m from trenches including supply of labour, T&P etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and 15% will be in ordinary rockSoil mixed with shingle Boulders |
| 88 | Ordinary Rock |
| 89 | Providing & Fixing Brass G.M. Valve / Wheel Valve in position including all material, labourer, T&P etc complete.32mm dia |
| 90 | 40mm dia |
| 91 | 50mm dia |
| 92 | 65mm dia |
| 93 | 80mm dia |
| 94 | Supply of all materials, labours, T&P. etc.and construct Gate valve chamber as per type design complete. For 07 NosExacavation earth mixed shingle & boulder for foundation including lift upto 3m and lead upto 30 m(100ft) filling, watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or into the plinth & removal & disposal of surplus earth upto a distance of 60m (200ft) from the foundation trenches. |
| 95 | PCC 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 96 | PCC 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 97 | R.R. stone masonary in 1:6 cement & local sand or bajari mortar in foundation & plinth including supply of all materials, labour, T&P required for proper completion. |
| 98 | 15mm thick PC plaster in 1:4 with cement & sand mortar over stone masonary, including racking of joints upto 1.27cm depth including supply of all materials, labours, T&P etc required for proper completion of work. |
| 99 | Supply & fixing of MS manhole cover 60x60cm size (24kg wt) with locking arrangements. |
| 100 | Provision of supply & fixing of Tee, extension pipe & washout pipe etc. |
| 101 | Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete. For 135 NosEarth work in excavation by mechanical means /manual means for all kinds soil |
| 102 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 15 mm dia nominal bore |
| 103 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing if required, specials and testing etc. Complite, but excluding cost of insertion pipes and specials besides boring out (and also subequent back fill) existing main from 15 mm to 25 mm dia |
| 104 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore |
| 105 | Providing jointing & fitting of Ferrul Connection |
| 106 | Random Rubble Stone Masonary laid in 1:6 cement and sand mortar, in brest walls, retaining walls, parapets, scuppers, etc including supply of all materials, royalyilrs, labour T&P etc. |
| 107 | Cartage of MaterialINTAKE & TREATMENT WORKSCement |
| 108 | Stone |
| 109 | Stone aggregate |
| 110 | Steel |
| 111 | SUPPLY MAINPipes |
| 112 | Cement |
| 113 | Stone |
| 114 | Stone aggregate |
| 115 | DISTRIBUTION SYSTEMPipes |
| 116 | Cement |
| 117 | Stone |
| 118 | Stone aggregate |
| 119 | CLEAR WATER RESORVIORCement |
| 120 | Stone |
| 121 | Stone aggregate |
| 122 | Steel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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