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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-Finance | ₹4.4 Cr | L1 | Accepted-Finance LOWEST RATE |
| 2 | Rejected-Technical | - | - | Rejected-Technical DOCUMENTS NOT SUBMITTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical DOCUMENTS NOT SUBMITTED |
| 4 | Rejected-Technical AJMER | RAJASTHAN | 305001 | - | - | Rejected-Technical DOCUMENTS NOT SUBMITTED |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
18 Aug 2026, 5:00 pmClosed
EO NAGAR PALIKA SUKET
SUKET
CONSTRUCTION OF DRAIN AT LEFT POLAN NH52 AND SH 98
2026_DLB_578856_1
1275 E BID SUKET
Open Tender
Civil Works
Percentage
365 days
SUKET
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EO
₹8.0 L
Yes
14 Sept 2026
29 Jul 2026
19 Aug 2026
29 Jul 2026
18 Aug 2026
29 Jul 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 |
|---|---|---|---|---|---|
| 1 | Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. | 1,200 | CUM | 384.5 | ₹4,61,400 |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | 6,273 | CUM | 229.5 | ₹14,39,653.5 |
| 3 | Carriage of materials by manual labour including loading, unloading and stacking for lead less than Earth 5 Km | 5,018.4 | Cum | 254.76 | ₹12,78,487.58 |
| 4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 697 | Cum | 2,955 | ₹20,59,635 |
| 5 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrator complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery. RCC Grade M -25 | 3,214.5 | Cum | 6,320 | ₹2,03,15,640 |
| 6 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 1,44,652.5 | Kg | 83.3 | ₹1,20,49,553.25 |
| 7 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 450 mm internal diameter | 75 | Rm | 1,308 | ₹98,100 |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 900 mm internal diameter | 95 | Rm | 3,875 | ₹3,68,125 |
| 9 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 0.75 M x 0.75 M | 60 | Rm | 7,970 | ₹4,78,200 |
| 10 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 1.25 M x 1.25 M | 55 | Rm | 16,350 | ₹8,99,250 |
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