Tender For Repair Of Damaged & Protection Works On Rising Main/Intake Well/Cross Wall/ Mps/ And Ssf Work Under Ch Awat Urban (Kwerala Pumping) Water Supply Scheme (Cerc Programme)
Tender Value
2.98 Crore
Estimated cost
Bid Submission
16 Oct 2026
9 days left
EMD
6.54 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Champawat → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Damaged & Protection Works On Rising Main/Intake Well/Cross Wall/ Mps/ And Ssf Work Under Ch Awat Urban (Kwerala Pumping) Water Supply Scheme (Cerc Programme)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 30 mtr long RCC wall |
| 2 | Excavation of earth mixed with shingle boulder etc requierd use of specials T&P such as pickaxes etc, lift up to 2.3 mtr including refilling of excavated earth in to the renches side of the cross wall and disposal of surplus earth up to a distance of 30 m. Soil mixed with Bolder 50% |
| 3 | Medium Rock 50% |
| 4 | P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work. |
| 5 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 6 | RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job. Footing |
| 7 | In wall RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. |
| 9 | Soil mixed with Bolder (SMB) |
| 10 | Gravity main |
| 11 | Supply, transportation of pipes from the designated site store to the working site in a safe and systematic manner under the proposed scheme. Cutting, threading and testing of pipe line etc complete (external work) MSERW Pipes grade Yst 210.MSERW (Zone -I) From Cross wall to Intake well, Pipe dia. 500mm 4.8 mm thick. |
| 12 | 200mm dia pipe divert overflow pipe from top cwr to another side |
| 13 | 300 mm dia pipe 6.4mm thick. |
| 14 | GI(H) 100mm dia pipe |
| 15 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 80% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock. Excavation in soil mixed with single boulders etc. requireing the use of special T&P, if any, for pipe line trenches including lift upto 1.5m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches. |
| 16 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift upto 1.5m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches. |
| 17 | Providing & Fixing D.I D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labour, T&P etc complete ( P.N 16 ) 500 mm dia |
| 18 | Protection as per actual work : Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 19 | 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 20 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 21 | Providing and fixing all materials for the construction of a 2-meter-high cross wall for rising main protection-in 15 mtr lenth |
| 22 | Excavation of earth mixed with shingle boulder etc requierd use of specials T&P such as pickaxes etc, lift up to 2.3 mtr including refilling of excavated earth in to the renches side of the cross wall and disposal of surplus earth up to a distance of 30 m. |
| 23 | P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work. |
| 24 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 25 | RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job. Footing |
| 26 | In Wall RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. |
| 28 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 29 | RCC COUNTER FORTE & BUTTRESS |
| 30 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 31 | RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job. Wall |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. |
| 33 | RCC PROTECTION WALL FOR DRY WELL PER R.M. With Height 7 M |
| 34 | Excavation of earth mixed with shingle boulder etc requierd use of specials T&P such as pickaxes etc, lift up to 2.3 mtr including refilling of excavated earth in to the renches side of the cross wall and disposal of surplus earth up to a distance of 30 m. Soil mixed with Bolder 50% |
| 35 | Medium Rock 50% |
| 36 | P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work. |
| 37 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 38 | RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job. Footing |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. |
| 40 | Soil mixed with boulder (SMB) |
| 41 | Miscellaneous Works |
| 42 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 43 | Approach Road |
| 44 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 45 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 46 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 47 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 48 | ANCHOR FOR RCC CROSS WALL |
| 49 | Providing and fixing 32mm dia TMT steel Anchor / dowl bar 2.0m deep in hard rock including drilling 50mm dia hole, cleaning with air compressor, fixing with Hilti injectable epoxy, cutting, placing and complete in all respect. fixing 25mm dia TMT steel Anchor |
| 50 | Rock Drilling recommended hole 32mm dia for 25mm steel |
| 51 | Epoxy (Hilti) 01 Litre Epoxy per anchor |
| 52 | Labour, Fixing, and air cleaning |
| 53 | DEWATERING FOR RCC CROSS WALL |
| 54 | Providing and running 25 HP electric centrifugal/submersible pump set on hire basis for dewatering including panel board, cables, delivery pipe and all accessories complete. 25 HP Pump Hire |
| 55 | Panel + Starter |
| 56 | Delivery Pipe 80 to 100mm |
| 57 | Electric Cable |
| 58 | Operator Helper |
| 59 | Electricity Consumption 25 HP = 18.6kw (10 Hr) |
| 60 | Site Development Work |
| 61 | Excavation in Hilly Areas in means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. Ordinary/Soft Rock |
| 62 | Hard Rock |
| 63 | DIVERSION OF RIVER |
| 64 | Excavation of earth mixed with shingle boulder etc requierd use of specials T&P such as pickaxes etc, lift up to 2.3 mtr including refilling of excavated earth in to the renches side of the cross wall and disposal of surplus earth up to a distance of 30 m. |
| 65 | Boulder pitching shall be provided on both the upstream and downstream faces of the coffer dam to protect against erosion and ensure structural stability. 75mm to 200mm |
| 66 | NP3 class RCC Hume pipes of 1000 mm diameter are proposed for diversion of river flow. The pipes shall be laid in proper alignment over a prepared sand bedding with suitable jointing to ensure leak-proof performance. The pipes are designed to safely carry the diverted discharge during construction of the coffer dam and associated works.” |
| 67 | Excavation for laying of 1000 mm diameter RCC Hume pipes shall be carried out in all types of strata to the specified dimensions. The trench bottom shall be prepared to proper grade and level to facilitate uniform bedding. Adequate measures such as dewatering, shoring, and side protection shall be adopted wherever required to ensure safe and efficient execution of work.” |
| 68 | Sand bedding of 150 mm thickness shall be laid and compacted at the base of the trench prior to laying of RCC Hume pipes. The bedding shall be properly leveled and dressed to achieve uniform load distribution along the pipe length, thereby preventing damage and ensuring long-term structural stability.” |
| 69 | Laying and jointing of RCC Hume pipes including alignment, leveling, and making watertight joints.” |
| 70 | Providing, supplying and commissioning of Electric Arc Welding Machine of suitable capacity, complete with welding cables, electrode holder, earth clamp and all standard accessories, suitable for MS/steel pipe and structural fabrication works, complete in all respects. |
| 71 | E&M work |
| 72 | Supply of three phase digital rolling contact servo voltage stabilizer suitable for unbalance voltage & load including fixing of proper size copper lugs on input and output cables on both ends at different sites on trunkey basis including 5 years cost free maintenance, Input voltage 330-460 volts (Phase to phase) , 150 KVA as per Calculation |
| 73 | Power Wiring And Earthing Material, (A) Submersible copper cable required, Size 10Sqmm 3 Core : 120 meter., (B) Power Cable From Main to Starter Required is Aluminium Arm, 50Sqmm 3.5 Core 80 Meter., © Lugs and Jointing Material : 01Set, (D) Earthing Required for Pump and Panel : 01 Set , (E) Earthing Required for For Servo Voltage Stablizer : 01 Set |
| 74 | Three core Copper cable for above servo |
| 75 | Solar Light Eternity green 30 watt white LED type |
| 76 | Electric 10 HP, self-priming, 1000 LPM, 30–35 m head |
| 77 | R.C.C Slow Sand Filter |
| 78 | Provide and lay filter media as coarse sand and graded pebbles in specified layers in RCC SSF, Supply and filling of new filter media with as per water supply manually and IS Code 8419/5050 including head load of upto 200mtrs from road head |
| 79 | Supply and filling of gravel size 10 to 40 mm with lead load 0f 200 mtrs including all labour required |
| 80 | CHECK DAM |
| 81 | Earthwork in soil mixed with shingle & boulders in foundation for the construction of Check dam. |
| 82 | R.R.Stone masonry laid dry |
| 83 | H.P. stone filling in appron with proper completion of work. |
| 84 | Site clearence and other unforseen items. |
| 85 | CHAL KHAL |
| 86 | Earthwork in soil mixed with shingle & boulders in foundation for the construction of Chal Khal. |
| 87 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 88 | R.R.Stone masonry laid dry at the downstream side of the khal. |
| 89 | Site clearence and other unforseen items. |
| 90 | Environmental Monitoring Cost |
| 91 | Ambient Air Quality Monitoring |
| 92 | Surface Water Quality |
| 93 | Potable Water Quality |
| 94 | Noise Quality |
| 95 | During Construction |
| 96 | Ambient Air Quality Monitoring |
| 97 | Surface Water Quality |
| 98 | Potable Water Quality |
| 99 | Noise Quality |
| 100 | Water sprinkling to supress dust to minimize the dust pollution during construction activity of project |
| 101 | Environmental Management / OHS Occupational Health Safety Training |
| 102 | Provision of Mobile Toilets at Work Site including maintenance till Construction Period |
| 103 | (i) Supply and commissioning of mobile toilets on wheel/ prefab toilet (2 units each Toilet and Bathroom) with proper water supply and drainage system, electric supply and safe access at work site locations |
| 104 | (ii) Maintenance: Daily cleaning twice a day by engaging one permanent helper |
| 105 | IEC and Social Safeguards Trainings |
| 106 | SMP Training at site (1 day) |
| 107 | Labour Laws Training at site (1 day) |
| 108 | Training on sensitization on Gender issues including SEA/SH Provisions |
| 109 | GRC meeting / stakeholder meeting |
| 110 | Community Meetings/Public Consultations & Community Health and Safety Training |
| 111 | Awareness Training for HIV/AIDS and other STDs |
| 112 | Display boards & caution boards at site Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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