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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-Finance | ₹1.4 Cr | 1 | Accepted-Finance accept |
| 2 | 2₹1.5 Cr+₹13.5 L (9.89%)Accepted-Finance | ₹1.5 Cr+₹13.5 L (9.89%) | 2 | Accepted-Finance accept |
| 3 | 3₹1.7 Cr+₹36.1 L (26.5%)Accepted-Finance | ₹1.7 Cr+₹36.1 L (26.5%) | 3 | Accepted-Finance accept |
| 4 | 4₹1.8 Cr+₹40.4 L (29.7%)Accepted-Finance | ₹1.8 Cr+₹40.4 L (29.7%) | 4 | Accepted-Finance accept |
| 5 | 5₹1.8 Cr+₹46.4 L (34.1%)Accepted-Finance | ₹1.8 Cr+₹46.4 L (34.1%) | 5 | Accepted-Finance accept |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
14 Jan 2026, 6:00 pmClosed
EXECUTVIE OFFICER
NAGAR PALIKA SURATGARH
Construction work Maine Drain in from old pump house place to adharsh kalyan Bhumi Ward No 38
2025_DLB_521874_3
959-967 Date 18-12-2025
Open Tender
Civil Works
Percentage
180 days
SURATGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EO suratgarh/MDRISL
₹3.0 L
Yes
20 Jan 2026
20 Dec 2025
15 Jan 2026
20 Dec 2025
14 Jan 2026
20 Dec 2025
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 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
Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1
Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1
Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths 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 per specification and / or 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. 1400 mm internal diameter
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.
Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.2m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 1.005m, wall thickness 125mm), and circular rings of required heights (ID 1.2m, height 150/225/300/600/900mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in Conical piece @ 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 ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), 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 encapsulated CI/MS footsteps / SFRC footsteps, 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. Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.005), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm)
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.2m, wall thickness 125mm, height 150/225/300/600/900mm for constructing extra depth of manhole beyond depth mentioned in item no-17.60.1 as per drawing
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