Road Transport and Highways Government Departments Closing in 3 days TDR #57103761

Tender For Replacement Of Box Cell Culvert (1/43/0) In Manjhatoli-Birkera-Kondra Road In 22Nd Km Under Road Division Gumla For The Year 2026-27

Issued by Government Departments · Gumla, Jharkhand
Tender Value
55.99 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
3 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Replacement Of Box Cell Culvert (1/43/0) In Manjhatoli-Birkera-Kondra Road In 22Nd Km Under Road Division Gumla For The Year 2026-27

BOQ

Name of Work:- Replacement of Box Cell Culvert (1/43/0) in Manjhatoli-Birkera-Kondra Road in 22nd KM Under Road Division Gumla for the Year 2026-27
Sl. No. Item Description
1Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres(i)Lime/ Cement ConcreteII.By Mechanical means A.Cement Concrete Grade M-15 & M-20SOR-2.04 (i) II A
2Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres(i)Lime/ Cement ConcreteII Mechanical meansB.Prestressed/ Reinforced cement concrete grade M-20 & above SOR-2.04 (i)II B
3Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres(iii)Dismantling stone masonryII.By Mechanical meansA.Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical meansSOR-2.04 (iii)IIA
4E/W in excavation of foundation trenches in ordinary soil -do-do- all complete as per specification and direction of E/I.SOR-15.01 B (i)
5Providing P.C.C.M15 in levelling course in foundation -do-do- all complete as per specification and direction of E/I.SOR-15.11(A)
6Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.(B)Random Rubble masonry (coursed/uncoursed)SOR-12.07(B)
7Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.A.Random Rubble Masonry (Coursed/uncoursed)SOR-13.04A
8Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.B.PCC Grade M20(p) Height upto 5mPCC Grade M20 using batching plant, transit mixer & concrete pumpSOR-13.05B (p)
9Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . B.1200 mm diaSOR-9.04 B
10Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.SOR-3.16
11Granular Sub-Base with Graded Material (Table:- 400-1).B.By Mix in Place MethodConstruction 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.(v)Rate per cum for grading-V MaterialSOR-Item no.4.01 B(v)
12Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(ii)90 cm equilateral triangleSOR-8.04 A
13Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(xii)60 cm x 45 cm rectangularSOR-8.04 A
14Providing RCC M25 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.)SOR-15.12 (B)
15Providing PCC M20 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.)SOR-15.12 (A)
16Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.SOR-16.08 (B)
17Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.SOR-16.11
18Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specifiedSOR-8.22
19Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7,free from grass,dirt and debrisand other loose and deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/ISOR-15.24
20Providing weep holes in PCC/RCC in abutment ,wing wall,return wallwith 100mm dia A.C. pipes ,collar ,M.S. clamps including cost of all materials and labour, ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/ISOR-15.14
21Providing HYSD bars in all types of RCC works in Girder, Deck slab ,bed ,block, abutment,return wall ,pier shaft, abutment cap, pier capincluding cutting to sizes,bending,binding,placing in position on cement cubeswith cost of all materials,labour,tools and plants,all taxes,handling materials at siteand incidental charges,all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/ISOR-15.13
22Providing and laying Rcc M30 wearing coat including Reinforcement complete as per drawing and technical specifications.SOR-14.04
23Backfilling behind abutment wing wall, return wall complete as per drawing and technical specifications.SOR-13.09A
24Providing P.C.C.M15 ordinary grade mechanically mixed concrete below approach slab ,as levelling course with graded stone aggregate 40mm to 10mm size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,tools and plants, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/ISOR-15.15 Case II
25Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specificationsSOR-15.16
26Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.SOR-15.22
27Providing drainage spouts with 260mmx260mm M.S. grating 100 mm dia. 1.00m long G.I. pipe including cost of all labour and materialall complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/ISOR-15.17
28Providing painting of hand rail with ready mixed paint of approvedcolour and texture as per specification and direction of E/ISOR-15.21
29Add 18% G.S.T.
30Add 1% labour cess Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57103761
AUTHORITY Government Departments
TENDER VALUE 55.99 Lakhs
LAST DATE 03-09-2026
Authority
Authority Name Road Construction Department
Work Description Tender for Replacement Of Box Cell Culvert (1/43/0) In Manjhatoli-Birkera-Kondra Road In 22Nd Km Under Road Division Gumla For The Year 2026-27
Basic Detail
Tender No RCD/GUMLA/580/2026-27
Bidding Type Tender
Location
City Gumla
State Jharkhand
Key Dates
Publish Date 20 Aug 2026
Submission Date 03 Sep 2026
Open Date 07 Sep 2026
Finance
Tender Value 55.99 Lakhs
Tender Fee 10000
EMD 1.12 Lakhs
Exemption Not Available
Document List
8e1d14d6-0258-4927-baa8-9f5a0a79ccc6.html
BOQ_158967.xls
Tenderdocument.pdf
Tendernotice_1 (19).pdf

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Tender Timeline

Aug 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Sep 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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html

8e1d14d6-0258-4927-baa8-9f5a0a79ccc6.html

xls

BOQ_158967.xls

pdf

Tenderdocument.pdf

pdf

Tendernotice_1 (19).pdf

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