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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹175.0 CrAccepted-AOC 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | ₹175.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹180.0 Cr+₹5.0 Cr (2.87%)Rejected-Finance 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | ₹180.0 Cr+₹5.0 Cr (2.87%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Required Machinery and Electrical condition not fulfil |
| 4 | Rejected-Technical | - | - | Rejected-Technical Required evidnce of access of line of cradit and availability of other fanancial resource facility and Electrical condition not fulfil |
| 5 | Rejected-Technical | - | - | Rejected-Technical Required Machinary and Electrical condition not fulfil |
| Sl No | Description | Qty | Unit | Laxmi Civil Engineering Services Pvt. Ltd. L1 | Shubham EPC Private Limited L2 |
|---|---|---|---|---|---|
| 1.00L | |||||
| 1.10 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (a. Lift upto 1.5 m.) G.F | 2,832.04 | One Cubic Metre | 220 ₹6,23,048.8 Lowest | 224 ₹6,34,376.96 |
| 2.00 | Excavation for foundation in hard murum including removing the excavated materialc upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means G.F | 5,288.95 | One Cubic Metre | 240 ₹12,69,348 Lowest | 244 ₹12,90,503.8 |
| 3.00 | Excavation for foundation in Hard murum and boulders including removing the excavated material up to adistance of 50 metres,bey ond the building area and stacking and spreading as directed ,dewatering ,preparing the bed for the foundation and necessary back filling,ramming,watering including shoring and strutting etc.complete.(Lift from 1.5 m to 3.0 m.) By Mechanical Means.G.F | 2,656.69 | One Cubic Metre | 325 ₹8,63,424.25 Lowest | 337 ₹8,95,304.53 |
| 4.00 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc.complete. (Lift from1.5m To 3.0m.)ByMechanical Means G.F | 4,886.35 | One Cubic Metre | 550 ₹26,87,492.5 Lowest | 571 ₹27,90,105.85 |
| 5.00 | Providing soling using 80mm size trap metal in 15cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.G.F | 938.83 | One Cubic Metre | 2,150 ₹20,18,484.5 Lowest | 2,218 ₹20,82,324.94 |
| 6.00 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) G.F | 304.37 | One Cubic Metre | 7,000 ₹21,30,590 Lowest | 7,136 ₹21,71,984.32 |
| 7.00 | Providing and laying Cast in situ/ Ready Mix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) G.F | 463.04 | One Cubic Metre | 7,450 ₹34,49,648 Lowest | 7,627 ₹35,31,606.08 |
| 8.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the back fill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 per cent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.G.F | 1,411.73 | One Square Metre. | 110 ₹1,55,290.3 Lowest | 122 ₹1,72,231.06 |
| 9.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. BDW, As directed by Engineer incharge. (BDW/21.24) | 7,942.49 | One Square Metre. | 110 ₹8,73,673.9 Lowest | 118 ₹9,37,213.82 |
Tender Value
₹173.2 Cr
EMD Value
₹86.6 L
Closing Date
7 Nov 2025, 6:55 pmClosed
EXECUTIVE ENGINEER INTEGRATED UNIT (M)P.W.NAGPUR
OFFICE OF THE EXECUTIVE ENGINEER INTEGRATED UNIT (M)P.W.NAGPUR, T.B. WARD PREMISES NAGPUR
CONSTRUCTION OF ADMINISTRATIVE BUILDING, DEPARTMENTAL BUILDINGS, WORKSHOP, CANTEEN, CENTRAL ANLYTICAL LABORATORY AND AUDITOURIUM BUILDING INCLUDING ELECTRIFICATION IN THE LIT UNIVERSITY CAMPUS, NAGPUR, DISTT. NAGPUR
2025_PWR_1230446_1
pwc/ngp/IUM/2-1/2025-26
Open Tender
Civil Works - Buildings
Item Rate
730 days
NAGPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,580
₹86.6 L
Office of the C.E. P.W.Region, Nagpur
18 Jun 2026
16 Oct 2025
10 Nov 2025
16 Oct 2025
7 Nov 2025
16 Oct 2025
28 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (a. Lift upto 1.5 m.) G.F | 1 | One Cubic Metre | 100 | ₹99.9 |
| 2 | Excavation for foundation in hard murum including removing the excavated materialc upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means G.F | 1 | One Cubic Metre | 100 | ₹99.9 |
| 3 | Excavation for foundation in Hard murum and boulders including removing the excavated material up to adistance of 50 metres,bey ond the building area and stacking and spreading as directed ,dewatering ,preparing the bed for the foundation and necessary back filling,ramming,watering including shoring and strutting etc.complete.(Lift from 1.5 m to 3.0 m.) By Mechanical Means.G.F | - | One Cubic Metre | 100 | - |
| 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc.complete. (Lift from1.5m To 3.0m.)ByMechanical Means G.F | - | One Cubic Metre | 100 | - |
| 5 | Providing soling using 80mm size trap metal in 15cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.G.F | - | One Cubic Metre | 100 | - |
| 6 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) G.F | - | One Cubic Metre | 100 | - |
| 7 | Providing and laying Cast in situ/ Ready Mix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) G.F | - | One Cubic Metre | 100 | - |
| 8 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the back fill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 per cent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.G.F | - | One Square Metre. | 100 | - |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. BDW, As directed by Engineer incharge. (BDW/21.24) | 1 | One Square Metre. | 100 | ₹99.9 |
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