Tender For Construction Of Plain Cement Concrete Road In Block Latehar , Panchayat - Pesrar In Village - Rehaldag From Bhalwahi Bandh To House Of Saryu Bhuinya Via House Of Arju Singh, Distt. - Latehar
Tender Value
59.76 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
3 days left
EMD
1.19 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Latehar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Plain Cement Concrete Road In Block Latehar , Panchayat - Pesrar In Village - Rehaldag From Bhalwahi Bandh To House Of Saryu Bhuinya Via House Of Arju Singh, Distt. - Latehar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Aug-2026 | Technical Bid | Technical Bid | 03-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders 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. ITEM NO. 3.18 RDD |
| 2 | Granular Sub-Base with 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. SOR. ITEM NO. 4.01 B(iii)RDD |
| 3 | Providing and laying in position cament concrete of specification grade excluding the cost of centering and shuttering - All Work to plinth level. (1:1.5:3) (1 cement :1.5 coarse and (Zone -III): 3 Graded stone aggregate 20mm nominal size |
| 4 | Centering and Shuttering including strutting propping etc. and removal of form for foundation Footing bases of columns etc for mass conctete |
| 5 | Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. (5.1.1+5.1.2) |
| 6 | Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume) (RCD 16.1). |
| 7 | Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 8 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/ (12.7B RCD) |
| 9 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.11 BCD) |
| 10 | Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) (5.5.4) 10 mm dia (5.5.5 a) |
| 11 | Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) (5.5.4) 10 mm dia (5.5.5 b) |
| 12 | Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (13.3 RCD) |
| 13 | Providing centering including strutting after use in deck slab do-----do--------all complete job. (6.3.22 WRD) |
| 14 | Earth work in excavation of foundation trenches of toe wall,spillway,head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 m as per specification and direction of E/l.(Vide Item No. - 5.1.14.1 of WRD Part -B ,Pg No.-99) |
| 15 | Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l.(Vide item No.- 5.3.6 of WRD, Pg No.- 109) / Item No.-5.3.1.2 of BCD Part- B , Pg No.- 106 |
| 16 | Providing rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l.(Vide Item No.-5.4.8 of WRD Part- B, Pg No.- 111) /Vide Item No.- 5.2.28 of Common Part-A , Pg.No.-204 |
| 17 | Providing rough dressed random rubble stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing scaffolding and its removal wherever required including royalty and all taxes etc. complete Job as per specificition and direction of E/l.(Vide Item No.- 5.4.11 of WRD Part- B, Pg No.- 111) / Vide Item No.- 5.2.31 of Common Part-A , Pg.No.-204 |
| 18 | Providing and laying P.C.C. or R.C.C. M -200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating,curing, royalty all taxes etc. complete job as per specification and direction of E/l.(Vide Item No.- 5.3.11 of WRD Part- B, Pg No.- 109) / Vide Item No.-5.3.9.1 of BCD, Pg.No.-107. |
| 19 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.(Vide Item No. 6.7.6 of WRD Part -B, Pg No.- 131 ) / Vide Item No.- 6.7.6 of Common Part-A,Sl No.- 6.9, Pg No.-209. |
| 20 | Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l.(Vide Item No. 5.5.5 of WRD Part -B, Pg No.- 113) / V ide Item No.- 5.7.12 of Common Part-A,Pg No.-200 |
| 21 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.(Vide Item No. 6.1.16 of WRD Part -B Pg No.- 120 ) |
| 22 | Providing shuttering including strutting, propping etc. and its removal after use in foundation work as per specification and direction of E/I.((Vide Item No.- 5.3.17 of WRD Part- B, Pg No.- 110) |
| 23 | Carriage of materials |
| 24 | (i) Cement – Lead 15 km(s) + 1 km(k) |
| 25 | (ii) Sand – Lead 15 km(s) + 1 km(k) |
| 26 | (iii) Stone Chips – Lead 45 km(s) + 1 km(k) |
| 27 | (v) Boulder - Lead 45 km(s) + 1km (k) |
| 28 | (v) Dust - Lead 45 km(s) + 1km (k) |
| 29 | After adding GST @18% on total estimated value the total estimated amount is |
| 30 | Labour Cess @1% on above total estimated amount Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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