Water Resources and Irrigation Government Departments Closing in 20 days TDR #57385151

Tender For Detailed Project Report Of Gis Based Drainage Plant For Banbasa Area Ch Awat Distt.

Issued by Government Departments · Champawat, Uttarakhand
Tender Value
15.48 Crore
Estimated cost
Bid Submission
28 Sep 2026
20 days left
EMD
30.97 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Champawat → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Detailed Project Report Of Gis Based Drainage Plant For Banbasa Area Ch Awat Distt.

BOQ

Name of Work:- Detailed Project Report of GIS Based Drainage Plant For Banbasa Area Ch awat Distt.
Sl. No. Item Description
1Excavation in Ordinary Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
2Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
3Excavation in ordinary Soil using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
4Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
5Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 1:3:6
6Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15
7Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
8Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Using Concrete Mixer R.C.C. grade M 30
9Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6.
10Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.1200 mm dia
11Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.1600 mm dia
12Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.2000 mm dia
13Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 In 1:3 Cement Mortar RR Masonary
14Plastering with cement mortar(1:4),15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204
15Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)Lime /Cement Concrete By Mechanical Means for items No. 202 (b) & ( c) Prestressed / Reinforced cement concrete grade M-20 & above
16Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Dismantling Brick / Tile work In cement mortar
17Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
18Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter.
19Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)
20Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 for compacted back fill granular
21Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 for compacted back fill Marshy Soil
22Backfilling behind in pitching area , abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.
23Random rubble masonry in case of stone pitching laid with cement mortar (1:5) including material,Labour.Plant & Machinary in all respect with Complete as per drawing and Technical specifications.
24Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
25Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.
26Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
27Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
28Drilling 500 mm dia size bore with suitable truck mounted rig machine, air compressor, T & P etc, final bore by heavy duty direct rotary . rig machine in alluvial boulders, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly with 300 mm dia 7.9 mm thick M.S.E.R.W. blind pipe and slotted pipe as per requirement including pea-Gravel 1.6 mm to 4.8 mm including all T & P like M.S. Girder, Bailplug, heavy duty DE clamp with hook , 300 mm dia well cap, 300 mm M.S.D.i. housing clamp etc.
29Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
30Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
31Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57385151
AUTHORITY Government Departments
TENDER VALUE 15.48 Crore
LAST DATE 28-09-2026
Authority
Authority Name Department Of Irrigation
Work Description Tender for Detailed Project Report Of Gis Based Drainage Plant For Banbasa Area Ch Awat Distt.
Basic Detail
Tender No 05/SE/2026-27
Bidding Type Tender
Location
City Champawat
State Uttarakhand
Key Dates
Publish Date 07 Sep 2026
Submission Date 28 Sep 2026
Open Date 29 Sep 2026
Finance
Tender Value 15.48 Crore
Tender Fee 5900
EMD 30.97 Lakhs
Exemption Not Available
Document List
7649d6ba-1f41-4fd0-847f-88baae441ba3.html
BanbasaDWG.pdf
BOQ_117741.xls
SBDBanbasaDrain.pdf
Tendernotice_1 (24).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Sep 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
html

7649d6ba-1f41-4fd0-847f-88baae441ba3.html

pdf

BanbasaDWG.pdf

xls

BOQ_117741.xls

pdf

SBDBanbasaDrain.pdf

pdf

Tendernotice_1 (24).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders