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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹79.7 LAccepted-Finance | ₹79.7 L | 1 | Accepted-Finance accepted as L1 bidder |
| 2 | 2₹81.2 LAccepted-Finance GSTIN: 24ABLFM4133C1ZN | ₹81.2 L | 2 | Accepted-Finance accepted as L2 bidder |
| 3 | 3₹83.4 LAccepted-Finance GSTIN: 24AAGFO8582M1ZMB 3 KRISHNA PARK SOCIETY SAI CHOKDI MANJALPUR VADODARA 390011 | VADODARA | GUJARAT | 390011 | ₹83.4 L | 3 | Accepted-Finance accepted as L3 bidder |
| 4 | Rejected-Technical GSTIN: 07AEFPG5517H1ZO307 AGGARWAL PLAZA L S C CU BLOCK PITAMPURA DELHI 110088 | NORTH | DELHI | 110088 | - | - | Rejected-Technical not accepted due to incomplete documents |
| Sl No | Description | Qty | Unit | OM SAI INFRASTRUCTURE L3 | Maruti Abhiyantriki L2 | RAJIVBHAI DHANSUKHBHAI SOMPURA L1 |
|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineerin-charge. | 106.1 | cum | 500 ₹53,050 | 505.7 ₹53,654.77 | 496 ₹52,625.60 |
| 1.02 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 771.3 | cum | 700 ₹5.4 L | 710.1 ₹5.5 L | 697 ₹5.4 L |
| 1.03 | Providing and laying plain cement concrete of grade M10 (1:3:6) using 40 mm aggregate below foundations and floors including cost of centering, mixing, laying, curing, as directed by site in-charge etc. complete. | 6.98 | cum | 7,800 ₹54,444 | 8,044.5 ₹56,150.61 | 7,890 ₹55,072.20 |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with | 49.69 | cum | 7,200 ₹3.6 L | 7,411 ₹3.7 L | 7,269 ₹3.6 L |
| 1.05 | Providing and laying cement concrete over the R.R Stone massonary of 1:2:4 using 20 mm aggregate below foundations and floors including cost of centering, mixing, laying, curing, as directed by site in-charge etc. complete. | 69.31 | cum | 780 ₹54,061.80 | 795.7 ₹55,149.97 | 780 ₹54,061.80 |
| 1.06 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand etc complete in all respect. | 56.23 | cum | 8,800 ₹4.9 L | 8,932.3 ₹5.0 L | 8,762 ₹4.9 L |
| 1.07 | Providing & Laying of Sand Stone 10 Cm Thick fine dressed sand stone flooring over 20 mm average thick base of cement mortor 1:5 ( 1 Cement : 5 C.Sand ) Joing finished flush Pointing as per matching with original Taxture of Monument etc complete in all respect | 83.3 | cum | 35,000 ₹29.2 L | 36,272 ₹30.2 L | 35,578 ₹29.6 L |
| 1.08 | Ruled / flush pointing on sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 ( 1 lime:1.5 surkhi:1:2 Dust) as per Matching with structure mixed with adhesive material etc complete in all respect | 774.01 | M2 | 400 ₹3.1 L | 390.7 ₹3.0 L | 383 ₹3.0 L |
| 1.09 | Providing & fixing of G.I. Pipe railing in Both side Pathway for tourist facility vertical 2" & horizontal pipe 1.6" in dia including the elbow, socket & band & welding Charges & fixing them in cement concrete 1:3:6 (1cement : 3 C.sand : 6 stone aggregate )in Block 0.45x0.45x0.45 mm & & Painting the two or more coat of enemal paint approved shade over the red oxide & Including transportation charge loading/ unloading at working site etc complete | 249.75 | RMT | 2,700 ₹6.7 L | 2,675.2 ₹6.7 L | 2,624 ₹6.6 L |
| 1.10 | Providing and fixing the cattle guard by rolled steel I beam ( ISMB-100) with support by rolled steel channel (MC-100) including 25 mm rounding bar 9 cm centre to centre distance including painting of approced brand enamel paints over red oxide primer coat etc complete in all respect. [ UNIT- M2] | 3 | M2 | 12,500 ₹37,500 | 12,658 ₹37,974 | 12,416 ₹37,248 |
Tender Value
₹77.8 L
EMD Value
₹1.9 L
Closing Date
4 May 2026, 11:00 amClosed
SA, ASI, Rajkot
Office of the Superintending Archaeologist, Rajkot Circle, Rajkot
Approach pathway and Tourist Facility at Rukmini Temple, Dwarka
2026_ASI_905458_1
3C/1(14A)/RJT/2025-26/C
Open Tender
Civil Works
120 days
Rukmani Temple Dwarka
as per tender document
2 documents required · 2 mandatory
₹0
₹1.9 L
Yes
7 May 2026
16 Apr 2026
5 May 2026
16 Apr 2026
4 May 2026
16 Apr 2026
16 Apr 2026 - 4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineerin-charge. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.02 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.03 | Providing and laying plain cement concrete of grade M10 (1:3:6) using 40 mm aggregate below foundations and floors including cost of centering, mixing, laying, curing, as directed by site in-charge etc. complete. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.05 | Providing and laying cement concrete over the R.R Stone massonary of 1:2:4 using 20 mm aggregate below foundations and floors including cost of centering, mixing, laying, curing, as directed by site in-charge etc. complete. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.06 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand etc complete in all respect. | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.07 | Providing & Laying of Sand Stone 10 Cm Thick fine dressed sand stone flooring over 20 mm average thick base of cement mortor 1:5 ( 1 Cement : 5 C.Sand ) Joing finished flush Pointing as per matching with original Taxture of Monument etc complete in all respect | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 1.08 | Ruled / flush pointing on sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 ( 1 lime:1.5 surkhi:1:2 Dust) as per Matching with structure mixed with adhesive material etc complete in all respect | - | M2 | - | - | BI01010001010000000000000515BI0100001123 |
| 1.09 | Providing & fixing of G.I. Pipe railing in Both side Pathway for tourist facility vertical 2" & horizontal pipe 1.6" in dia including the elbow, socket & band & welding Charges & fixing them in cement concrete 1:3:6 (1cement : 3 C.sand : 6 stone aggregate )in Block 0.45x0.45x0.45 mm & & Painting the two or more coat of enemal paint approved shade over the red oxide & Including transportation charge loading/ unloading at working site etc complete | - | RMT | - | - | BI01010001010000000000000515BI0100001124 |
| 1.1 | Providing and fixing the cattle guard by rolled steel I beam ( ISMB-100) with support by rolled steel channel (MC-100) including 25 mm rounding bar 9 cm centre to centre distance including painting of approced brand enamel paints over red oxide primer coat etc complete in all respect. [ UNIT- M2] | - | M2 | - | - | BI01010001010000000000000515BI0100001125 |
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