Tender For Repair Of Damaged & Protection Works On Rising Main/Intake Well/Cross Wall/Mps/Bfg And Ssf Under Lohaghat Urban Pumping Water Supply Scheme (Cerc Programme)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 Sep 2026
26 days left
EMD
6.45 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
Not 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/Bfg And Ssf Under Lohaghat Urban Pumping Water Supply Scheme (Cerc Programme)
BOQ
| Sl. No. | Item Description |
| 1 | Rates forLohaghat Urban Pumping Water Supply Scheme Source work |
| 2 | Excavation for foundation in Soil mixed with boulders |
| 3 | PCC 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) |
| 4 | RR Stone Masonry 1:6 including supply of all materials, labour, T&P etc. complete |
| 5 | RR Dry including supply of all materials, labour, T&P etc. complete |
| 6 | 20 mm thk 1:2 cement plaster |
| 7 | SSF 1&2 BANSWAD GADHERA |
| 8 | Excavation and removal of old mud mixed filter media sand and wash that media |
| 9 | Washing and grading of gravels size 40 mm for reuse in filter manually |
| 10 | Supply and filling of gravel size 40 mm with head load of 200 mtrs including all labour required |
| 11 | Supply and filling of gravel size 20 mm with head load of 200 mtrs including all labour required |
| 12 | Supply and filling of gravel size 10 mm with head load of 200 mtrs including all labour required |
| 13 | Supply and filling of gravel size 6 mm with head load of 200 mtrs including all labour required |
| 14 | Supply and filling of new filter media with as per water supply manually and IS Code 8419/5050 including head load of upto 200 mtrs from road head |
| 15 | SSF 1&2CHAURI PUMPING W/S SCHEME |
| 16 | Supply and filling of new filter media with as per water supply manually and IS Code 8419/5050 including head load of upto 200 mtrs from road head |
| 17 | Rising Main |
| 18 | Providing of all material carting from site store to site of work, lowering into trenches with true to alignment, laying of MSERW pipes Grade Yst210, confirming to IS: 1978-1982, jointing by electric welding process with proper grade of electrods suitable for jointinng of water supply pipe lines (Ador, L& T or equivalent electrods) by cutting of pipes and making required bends by welding,completion of work with testing of pipe line etc complete. From Chauri Pumping plant to Top CWR, MSERW Pipe 125 mm dia. 4.8mm thick. |
| 19 | 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. |
| 20 | 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. |
| 21 | Providing & Fixing D.I D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labour, T&P etc complete. 80 mm dia |
| 22 | 125 mm dia |
| 23 | Providing & Fixing D.I D/F Non Return Valves 80 mm dia |
| 24 | P/F C.I. Air valve Double Acting in position including all material, labour, T&P etc complete. 80mm dia. |
| 25 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size),including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 26 | 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 |
| 27 | PCC 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) |
| 28 | Random Rubble Masonry laid in 1:6 cement and sand mortar in,breast walls, retaining walls, parapets, scuppers, etc including supply of all materials, labour, T&P and royalities etc complete as per technical specifications clauses 702, 704, 1202 & 1203 of MORD specification |
| 29 | Gravity Main |
| 30 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. 125 mm dia |
| 31 | 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 |
| 32 | 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. |
| 33 | Distribution System |
| 34 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. 40 MM dia |
| 35 | 65 MM dia |
| 36 | 80 MM dia |
| 37 | 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. |
| 38 | 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. |
| 39 | Providing and fixing of Brass G.M. Gate Valve in position including all material, labour & T&Pcomplete. 40 mm dia |
| 40 | 65 mm dia |
| 41 | 80 mm dia |
| 42 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 43 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202- By Manual Means for Bituminous Courses |
| 44 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water bound macadam road |
| 45 | C.C. Road, Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 46 | Cement Concrete (PCC M-30) Pavement:- Constructionof Un-reinforced, Cement concrete pavement, thicknessb as per design, over a prepeared sub base with 43grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (Steelchannel, laying and fixing of wedges, steelplates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14days, using curing compound where specified and water finishing to line sand grade as per drawing sand technical specifications. P.C.C. 1:1.5:3 in top. |
| 47 | Electrical and Mechanical Works |
| 48 | Supply of as per ISI Mark KSB Make multistage centrifugal pump of 2900 RPM Duty bronze impeller following duties suitable to operate 3-Q 415 V+/-5% 50 HZ AC Supply 170 mtr head 500 LPM Discharge with heavy duty MS Base frame, coupling and coupling guard |
| 49 | Installation of above pump and accessories at site and testing |
| 50 | Complete Rewinding of 40 HP,2900 RPM Induction motor |
| 51 | Environmental Monitoring Cost |
| 52 | Ambient Air Quality Monitoring |
| 53 | Surface Water Quality |
| 54 | Potable Water Quality |
| 55 | Noise Quality |
| 56 | During Construction |
| 57 | Ambient Air Quality Monitoring |
| 58 | Surface Water Quality |
| 59 | Potable Water Quality |
| 60 | Noise Quality |
| 61 | Water sprinkling to supress dust to minimize the dust pollution during construction activity of project |
| 62 | Environmental Management / OHS Occupational Health Safety Training |
| 63 | Provision of Mobile Toilets at Work Site including maintenance till Construction Period |
| 64 | (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 |
| 65 | (ii) Maintenance: Daily cleaning twice a day by engaging one permanent helper |
| 66 | IEC and Social Safeguards Trainings |
| 67 | SMP Training at site (1 day) |
| 68 | Labour Laws Training at site (1 day) |
| 69 | Training on sensitization on Gender issues including SEA/SH Provisions |
| 70 | GRC meeting / stakeholder meeting |
| 71 | Community Meetings/Public Consultations & Community Health and Safety Training |
| 72 | Awareness Training for HIV/AIDS and other STDs |
| 73 | Display boards & caution boards at site |
| 74 | Cartage of Materials |
| 75 | Rising Main, Supply Main, Distribution Pipe |
| 76 | Sand/gravel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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