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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.3 L+₹1,363.76 (1.04%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
10 Aug 2026, 6:00 pmClosed
Commissioner
Office of The Municipal Council, Nagaur
Annual rate contract for providing and laying additional sewerage line and additional house hold connection various places in Municipal Council Area at Nagaur Year 2026-27
2026_DLB_580200_1
Nit_05/2026-27
Open Tender
Civil Works
Percentage
365 days
Office of The Municipal Council
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner/MD RISL
₹1 L
Yes
13 Oct 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
10 Aug 2026
31 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 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres, stacking serviceable and unserviceable materials separately as directed by Engineer including allowances for any additional dismantling beyond the standard drawings (measurement for payment to be as per standard drawings), re-handling of material / earth to complete the task. Bituminous courses | 1 | Cum | 534 | ₹534 |
| 2 | Granular courses | 1 | Cum | 372 | ₹372 |
| 3 | Dismantling of cement concrete pavement for sewer line, manholes and roads by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRT&H specification clause 202 including allowances for any additional dismantling beyond the standard drawings (measurement for payment to be as per standard drawings), rehandling of material / earth to complete th task. | 1 | Cum | 1,273 | ₹1,273 |
| 4 | Earth work for Sewer line and Manhole in excavation in foundation, trenches, manholes, road side chambers 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 including allowances for any additional excavation beyond the Standard drawings (measurement for payment to be as per standard drawings), re-handling of material / earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. : Depth upto 1.5 m | 1 | cum | 299 | ₹299 |
| 5 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 1 | cum | 20.9 | ₹20.9 |
| 6 | Carriage of Materials by mechanical transport including loading, unloading and stacking upto 1.0 Km Earth. | 1 | Cum | 152.01 | ₹152.01 |
| 7 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, testing and commissioning as per RUIDP Standard Specifications, Standard drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. 200 mm ID | 1 | Mtr. | 618 | ₹618 |
| 8 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for PVC/HDPE pipes of following sizes as per drawing and or as directed by Engineer : 200 mm internal diameter | 1 | Mtr. | 146.5 | ₹146.5 |
| 9 | Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. | 1 | each manhole | 14,250 | ₹14,250 |
| 10 | Manhole "Type-A" of depth 0.90 m | 1 | Nos | 15,550 | ₹15,550 |
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