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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | -28.76% | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L2₹5.6 LAdmitted-Finance | -19.86% | ₹5.6 L | L2 | Admitted-Finance |
| 3 | L3₹5.7 LAdmitted-Finance | -17.89% | ₹5.7 L | L3 | Admitted-Finance |
| 4 | L4₹5.8 LAdmitted-Finance | -16.40% | ₹5.8 L | L4 | Admitted-Finance |
| 5 | L5₹6.2 LAdmitted-Finance AJMER | RAJASTHAN | 305001 | -11.00% | ₹6.2 L | L5 | Admitted-Finance |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
30 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
CONSTRUCTION WORK OF SEWER LINE IN SHYAM VATIKA IN WARD NO. 22 OF VIDYADHAR NAGAR ZONE.
2026_DLB_547314_1
288 EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
Open Tender
Civil Works
60 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹14,000
Yes
6 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 2026
30 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 |
|---|---|---|---|---|---|
| 1(17.1.1.1) 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 uitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the 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 | |||||
| 2(17.1.1.2) Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 1 | |||||
| 3(17.9) Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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 including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), rehandling of material/earth to complete the task. | |||||
| 4(1.1.1) Carriage of materials by mechanical transport of earth Including loading, unloading and stacking::Earth, Beyond upto 10 Km. | |||||
| 5(1.1.3) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material upto 10 km | |||||
| 6(17.3.1) Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL. Depth upto 3.0 m | |||||
| 7(17.19.2) Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process 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 | |||||
| 8200 mm internal diameter | |||||
| 9(17.30.3) 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 sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.200 mm internal diameter | |||||
| 10(17.60.1) Providing, fixing and constructing of pre- ast RCC M-40 grade circular manholes with internal dia 1.2m and up to pecified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.86m, height 0.20m), conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.2m, height 150/ 300/ 600/ 900mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in all pieces of manhole @ not less than 80 kg per cum of concrete, including cast in-situ PCC M-10 grade (1:3:6) foundation of 1.825m dia and 150mm thickness, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, height equal to OD of sewer pipe +50mm, PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic ncapsulated CI/MS foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. | |||||
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