Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #55331414

Tender For Construction Of Drainage And Road From Jawahar Navodya School To Siwane River Bridge, Village- Bonga, Panchayat- Bonga, Block- Ichak, District- Hazaribag

Issued by Government Departments · Ichak, Jharkhand
Tender Value
80.95 Lakhs
Estimated cost
Bid Submission
11 May 2026
0 days left
EMD
1.61 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ichak → Jharkhand
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Drainage And Road From Jawahar Navodya School To Siwane River Bridge, Village- Bonga, Panchayat- Bonga, Block- Ichak, District- Hazaribag

BOQ

Name of Work:- Construction of Drainage and Road from Jawahar Navodya School to Siwane River Bridge, Village- Bonga, Panchayat- Bonga, Block- Ichak, District- Hazaribag
Sl. No. Item Description
1Clearing grass and removal of rubbish up to a distance of 30 M outside the peripery of the area as per technical specification clause 201. S.O.R. Item NO. 2.02
2Compacting original ground supporting subgrade (Loosing of the ground up to level of 500 mm below the sub grade level , watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction.) S.O.R. Item No. 3.2 Case-i
3Construction of subgrade and earthen shoulders (construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all leads and lifts ,transporting to site ,spreading , grading to required slope and compacting to meet requirement of table 300-2 S.O.R. Item no.3.18
4Excavation in soil using hydraulic excavator CK 90 and tippers with disposal upto 1000M (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 M ) S.O.R.Item no.3.06
5Granular sub base with coarse graded material (table:-400-1) construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface .mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density .complete as per clause 401. With gading-1 material S.O.R.Item no.4.01(i)
6construction of un reinforced .dowel jointed at expansion and construction joint only , plain cement concrete pavement ,thickness as per design ,over a prepared sub base with 43 grade cement or any other type as per clause 1501 2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm ,mixed in aconcrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side form work (steel channel ,and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the form work as per drawing),spreading concrete with shovels , rakes, compacted using needle,screed and plate vibrators and finished in continious operation including provision of conctraction and expansion, construction joints applying debonding strip primer, sealant, dowel bars near approaches to bridge/culvert and construction joints , admixtures as approved , curing of concrete slabs for 14 days using curing compound (where specified) and water finishing lines and grade as per drawing and technical specification clause 1501
7Kilometer stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:-8-1980, fixing in position including painting and printing etc.) Ordinary kilometre stone (precast) S.O.R Item no.8.14(ii)
8Direction and place identification signs with size more than 0.9 sqm size board.(providing and erectimg direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40x40x5 mm angle mounted on two no of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5m total height firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.) For the information at the of the road. S.O.R.Item no.8.06
9Retro-reflectorised Traffic signs (providing and fixing of retro- reflectorised cautionary,mandatory and informatory signs as per IRC:67 made of encapsulated lens type refleting sheeting vide clause 801.3, fixed over aluminium sheeting , 1.5mm thick supported on a mild steel aangle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cmm below the ground level as per approved drawing) 60cmx45cm rectangular for villages and others. S.O.R.Item no.8.04 A(xii)
10For turnings 60cm equilateral triangle S.O.R.Item no.8.04 A(iv)
11Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of slumps and other deleterious materials and disposal upto a lead of 50M, dressing of sides and bottom backfilling in trenches with excavated suitable material. S.O.R.Item no.11.11(i)
12Providing and laying of dry rubble flooring complete as per drawing and technical specification clause 1303.3 S.O.R.Item no. 14.8
13Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification (P.C.C. Grade M-15) S.O.R.Item no. 11.4(ll)(i)
14Plain/Reinforced cement concrete in super structure complete as per drawing and technical specification (R.C.C. Grade M-20) S.O.R.Item no. 12.5(III)
15Spplying, fitting and placing HYSD bar reiforcement in super structure complete as per drawing and technical specifications S.O.R.Item no. 12.7
16Plastering with cement mortar (1:4), 15mm thick on brick or stone masonary work in sub structure as per technical specification clauses 613.4 & 1204 S.O.R.Item no. 12.3
17Stone masonary work in cement mortar (1:3) in foundation as per drawing and technical specification S.O.R.Item no.12.07(B)
18Stone masonary work in cement mortar (1:3) in super structure as per drawing and technical specification clauses 702,704,1202,& 1203 S.O.R.Item no.13.4(A)
19Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification (PCC grade M-15) S.O.R.Item no.13.05(A)(P)
20Providing weep holes in bricks/stone masonary plain reinforcd concrete abutment,wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing face. complete as per drawing and technical specification S.O.R.Item no. 13.08
21Pointing with cement mortar (1:3) on bricks/stone masonary work in substucture as per technical speciations S.O.R.Item no. 13.02
22stone masonary work in cement mortar 1:3 in foundation complete as per drawing and technical speciations. S.O.R. Item no.12.07(A)
23stone masonary work in cement mortar 1:3 in super structure complete as per drawing and technical speciations. S.O.R. Item no.13.04(B)
24Plain /reinforced cement cocrete in sub structure pcc M-25 in deck slab complete as per drawing and technical specifications S.O.R.Item no. 13.05F(P)
25Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification clause 1303.3 S.O.R.Item no. 14.04
26Painting two coats on new concrete surface (painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface) S.O.R.Item no. 8.08
27Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical speciation. S.O.R. Item no. 14.17(ii)
28Backing filling behind abutment, wing wall and return wall with sandy material complete as per drawing and technical speciations.S.O.R.Item no. 13.09(B)
29Labour cess Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55331414
AUTHORITY Government Departments
TENDER VALUE 80.95 Lakhs
LAST DATE 11-05-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Construction Of Drainage And Road From Jawahar Navodya School To Siwane River Bridge, Village- Bonga, Panchayat- Bonga, Block- Ichak, District- Hazaribag
Basic Detail
Tender No DMFT/MID/HAZARIBAG/F2 -04/2026-27 (Gr. No. - 01)
Bidding Type Tender
Location
City Ichak
State Jharkhand
Key Dates
Publish Date 04 May 2026
Submission Date 11 May 2026
Open Date 13 May 2026
Finance
Tender Value 80.95 Lakhs
Tender Fee 10000
EMD 1.61 Lakhs
Exemption Available
Document List
25c378e5-d21c-43c8-b3a8-52baa6f2aaa2.html
BOQ_153454.xls
Tendernotice_1 (8).pdf
TENDER_DOCUMENTS_04_01.pdf

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Tender Timeline

May 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
May 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

25c378e5-d21c-43c8-b3a8-52baa6f2aaa2.html

xls

BOQ_153454.xls

pdf

Tendernotice_1 (8).pdf

pdf

TENDER_DOCUMENTS_04_01.pdf

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