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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.5 LAccepted-Finance | L1 | Accepted-Finance As per system generated financial statement,Lowest rate quoted firm | |
| 2 | L2₹61.6 L+₹2.1 L (3.45%)Rejected-Finance WARD NO 11 MAHAVIRPURA MADIA TEHSIL PRITHVIPUR DISTRICT NIWADI M P 472338 | 472338 | L2 | Rejected-Finance not quoted lowest rate as per sytem generated statment | |
| 3 | L3₹61.9 L+₹2.3 L (3.93%)Rejected-Finance KUNWARPURA ROAD TIKAMGARH MADHYA PRADESH | TIKAMGARH | TIKAMGARH | MADHYA PRADESH | L3 | Rejected-Finance not quoted lowest rate as per sytem generated statment | |
| 4 | L4₹71.6 L+₹12.0 L (20.2%)Rejected-Finance 5TH FLOOR FLAT NO 504 HATHAI KHEDA ROAD TRANSPORT NAGAR VASUDEV KUTUMBKAM SOCIETY KOKTA HUZUR BHOPAL 462022 M P | BHOPAL | BHOPAL | MADHYA PRADESH | 462022 | L4 | Rejected-Finance not quoted lowest rate as per sytem generated statment | |
| 5 | Rejected-Technical 6 VISHNU SHREYA COMPLEX PLOT NO 87 87 A SECTOR 50 E OFF PALM BEACH ROAD SEAWOODS NERUL WEST NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | SUNIL RAWAT THEKEDAR L2 | AJAY GAUTAM L3 | M/S OMPRAKASH GARHWAL L1 | SANWARIYA CONSTRUCTION GLOBAL PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Provision for Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in All kinds of soil for surface prepration of road | 3,729 | SQM | 100.3 ₹3,74,018.7 | 100.8 ₹3,75,883.2 | 17 ₹63,393 Lowest | 22 ₹82,038 |
| 2.00 | Supplying and stacking at site 90 mm to 45 mm size stone aggregate for subbase of road. | 355.95 | CUM | 1,111.95 ₹3,95,798.6 | 1,118.62 ₹3,98,172.79 | 910 ₹3,23,914.5 Lowest | 1,600 ₹5,69,520 |
| 3.00 | Laying, spreading and compacting supplied stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 355.95 | CUM | 554.88 ₹1,97,509.54 Lowest | 558.65 ₹1,98,851.47 | 950 ₹3,38,152.5 | 800 ₹2,84,760 |
| 4.00 | Earth work in rough excavation from nanwara lake ,and Chousath Yogini area supply and spreading excavated earth in layers in front of Chausath Yogini proposed area not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up for sub base or filling up ground depressions, lead and lift included. | 1,423.8 | CUM | 114.48 ₹1,62,996.62 Lowest | 115.05 ₹1,63,808.19 | 335 ₹4,76,973 | 400 ₹5,69,520 |
| 5.00 | Construction of dry lean cement concrete 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 specifications, 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 a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer in- charge | 339 | CUM | 2,198.78 ₹7,45,386.42 Lowest | 2,209.77 ₹7,49,112.03 | 3,150.8 ₹10,68,121.2 | 3,280 ₹11,11,920 |
| 6.00 | Provision of laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping etc all complete. | 406.8 | CUM | 4,236.71 ₹17,23,493.63 Lowest | 4,251.54 ₹17,29,526.47 | 4,450 ₹18,10,260 | 6,480 ₹26,36,064 |
| 7.00 | Filling of available local earth from nanwara lake and chausth yogini premises to proposed area for road both sides in slopes by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of road etc. complete. | 745.8 | CUM | 1,723.45 ₹12,85,349.01 | 1,732.07 ₹12,91,777.81 | 460 ₹3,43,068 | 120 ₹89,496 Lowest |
| 8.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete for 600 mm dia RCC pipes. | 32 | RMT | 1,802.66 ₹57,685.12 Lowest | 1,810.95 ₹57,950.4 | 2,420 ₹77,440 | 2,780 ₹88,960 |
| 9.00 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications | 67.8 | SQM | 396.33 ₹26,871.17 Lowest | 398.31 ₹27,005.42 | 484 ₹32,815.2 | 580 ₹39,324 |
| 10.00 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | 679 | RMT | 2.81 ₹1,907.99 Lowest | 2.82 ₹1,914.78 | 4.22 ₹2,865.38 | 4 ₹2,716 |
Tender Value
₹75.2 L
EMD Value
₹1.9 L
Closing Date
12 Sept 2025, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SA,ASI,JABALPUR
O/o Superintending Archaeologist, Archaeological Survey of India, Jabalpur Circle,JDA Building, Scheme No.18, Block No.8, Civic Centre, Jabalpur
Execution of work with materials under MC EW SR to Cement concrete road infront of Chausath yogini Temple, Khajuraho
2025_ASI_874874_1
JBP/2/K/Cement concrete/CYT/2024-25-C
Open Tender
Civil Works - Roads
Works
180 days
Khajuraho
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.9 L
Yes
JABALPUR
29 Oct 2025
28 Aug 2025
15 Sept 2025
28 Aug 2025
12 Sept 2025
28 Aug 2025
1 Sept 2025
Amount
Provision for Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in All kinds of soil for surface prepration of road
Supplying and stacking at site 90 mm to 45 mm size stone aggregate for subbase of road.
Laying, spreading and compacting supplied stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Earth work in rough excavation from nanwara lake ,and Chousath Yogini area supply and spreading excavated earth in layers in front of Chausath Yogini proposed area not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up for sub base or filling up ground depressions, lead and lift included.
Construction of dry lean cement concrete 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 specifications, 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 a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer in- charge
Provision of laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping etc all complete.
Filling of available local earth from nanwara lake and chausth yogini premises to proposed area for road both sides in slopes by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of road etc. complete.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete for 600 mm dia RCC pipes.
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
Providing and laying 80mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete on both side of road as per the direction of Engineer-in-charge.
SUNIL RAWAT THEKEDAR (BID ID -3280488)
AJAY GAUTAM (BID ID -3281465)
SANWARIYA CONSTRUCTION GLOBAL PRIVATE LIMITED (BID ID -3277764)
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