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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹42.8 L
EMD Value
₹85,000
Closing Date
5 May 2026, 5:00 pmClosed
EE, MID, JAMTARA
EE, MID, JAMTARA
Construction of Single Check Dam on Piyalsola Kelahi Nala under Block - Jamtara, District - Jamtara
2026_WRD_113293_2
WRD/MID/JAMTARA/F2-03/2026-27
Open Tender
Civil Works
Percentage
330 days
Block - Jamtara, Dist. - Jamtara
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹85,000
7 May 2026
23 Apr 2026
7 May 2026
23 Apr 2026
5 May 2026
23 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1E/W in excavation in canal by the hydraulic excavators as per designed section in all kinds of soil,soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of soil upto 500M with all lifts by the tipper including construction and maintenance as per specification and direction of E/I. (Item No-7.1.43.2,P-138 WRD) | |||||
| 2Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained (50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (Item no.-6.1.8,P-119,WRD Part-B) | |||||
| 3Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator intake well and outlet etc. as per designed section in ordinary nrock or soft rock (where blasting is not needed) (vide classification of soil item-C) with disposal of soil (beyond 50M. from the edge of trenches) with initial lead of 150M and lift of 1.5M as per specification and direction of E/I. (Item No. 5.1.15.2 WRD) | |||||
| 4 | Providing and laying in position cement concrete of specified grade M-150 (1:2:4 1 cement: 2 coarse sand (Zone-III): 4 graded stone graded aggregate 20mm nomial size) excluding the cost of centering and shuttering- all work upto plinth level.
(Item No.-5.3.1.2,Page-106 BCD part-B)
(A) Foundation - (Item No.- 5.3.1.2 (Page-106 BCD Part-B) | 1 | M³ | - | - |
| 5 | (B) Coping - (Item No.- 5.3.2.2 (Page-106 BCD Part-B) | 1 | M³ | - | - |
| 6Providing rough dressed random rubble stone masonary in C.M.(1:4) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (Item No-5.2.28,SL.No.4.28,Part-A) | |||||
| 7 | Providing rough dressed random rubble stone masonary in C.M.(1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I.
(SNo-5.2.31,SL.No.4.31,P-204,Part-A) | 1 | M³ | - | - |
| 8Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level up to floor level, excluding cost of centering, shuttering, finishing and reinfircement. 1:1.5:3 (1 cement:1.5 coarse sand (zone-III):3 graded stone aggregate 20mm nomial size) (Sl.No.-5.3.9.1, P-107, BCD Part-B) | |||||
| 9Centering and shuttering including strutting propping etc. and its removal of form for foundations,footings,bases of columns etc. for mass concrete. (Item No. 5.3.17.1 BCD Part-B) | |||||
| 10 | Centering and shuttering including strutting propping etc. and its removal of form for lintels, beams, plinth beam, girders, bressumers and cantilever.
(Item No. 5.3.17.5 BCD Part-B) | 1 | M² | - | - |
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