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Tender ID
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
25 Mar 2026, 12:00 pmClosed
EE RED
URMORA SONBHADRA
V.K. GHORWAL KE GRAM SARWAT ME SHRI RAM JANKI MANDIR KE PAAS SARWANAJIK ASTHAN PAR CHATRI AND CHABUTARA KA NIRMAN
2026_REDUP_1127648_1
1297/RED SBR/ 2025-26 DT- 13.02.2026
Open Tender
Civil Works
Percentage
90 days
SARWAT
AS PER NIT AND T1
2 documents required · 2 mandatory
₹767
₹20,000
19 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of Embankment with Material Obtained from Borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Techinacal Specification Clause 301.5 | |||||
| 2Earthwork in excavation ordinary soil for structures as per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3Plain Cement Concrete (PCC) M-10 (1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802 | |||||
| 4Stone Masonary work in cement mortor ( 1:4 ) in foundation complete asper drawing and techanical specification clause 702,704,1202 and 1203 (1st sort) | |||||
| 5Providing and laying Reinforced Cement Concrete in Superstructure as per drawing and techanical specification 800 ( Excluding cost of Teinforcement ) | |||||
| 6Supply fitting and placing MS bar reinforcement in superstructure complete as per drawing and techanical specification Clause 1002 | |||||
| 7Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and specification clauses 613.3,1204 | |||||
| 8Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 | |||||
| 9Construction of Embankment with Material Obtained from Borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Techinacal Specification Clause 301.5 | |||||
| 10S/F of sign board | |||||
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