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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.2 LAdmitted-Finance | ₹83.2 L | L1 | Admitted-Finance |
| 2 | L2₹86.3 LAdmitted-Finance | ₹86.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical KHASRA NO 128 SWASTIK AGRO INDUSTRIES COMPOUND VILLAGE SAMPATPUR JAFARPUR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 UDYAM UK 12 0006173 05AAVFB1922H1ZH R M MII STATUS AS VERIFIED | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | - | - | Rejected-Technical Valid registration certificate as per criteria has not attached, October 2025 GSTR is attached but remaining months of GSTR are not found, Similar Work experience and work orders are not found and Tender acceptance letter is not found |
| 4 | Rejected-Technical | - | - | Rejected-Technical Only two quarters of GSTR are attached, but Remaining two quarters of GSTR are not found, Similar Work experience and work orders are not found. |
| Sl No | Description | Qty | Unit | M N NAIDU CONSTRUCTIONS L2 | V SURENDRA NAIDU L1 |
|---|---|---|---|---|---|
| 1.00 | Providing chain linked diamond mesh fencing over the dwarf wall at outside the fort wall in order to restrict the new construction an encroachment. Earth work in excavation by mechanical means (manual means over areas (30 cm in depth, 1.50 m in width as well as 10Sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.50 m etc., complete as directed by Engineer-in- charge.. | 108 | Cu.m | 1,533 ₹1.7 L | 1,490 ₹1.6 L |
| 2.00 | Providing PCC (1:3:6) using 40 mm 6 graded stone aggregate for foundation including cost of material, Conveyance charges and labour charges, GST and all other applicable charges etc. complete as directed by Engineer-in-charge. | 36 | Cu.m | 8,370 ₹3.0 L | 8,138 ₹2.9 L |
| 3.00 | Construction of Stone masonry dwarf wall by using Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar (1:6) (1 cement :6 coarse sand) including cost of material, Conveyance charges and labour charges, GST and all applicable charges etc. complete as directed by Engineer-in- charge. | 193.5 | Cu.m | 9,430 ₹18.2 L | 9,165 ₹17.7 L |
| 4.00 | Pointing to the dwarf wall with Cement mortar (1:3) (1 cement: 3 fine sand) including cost of material, Conveyance charges and labour charges and GST, all applicable charges etc. complete as directed by Engineer-in-charge. | 540 | Sq.m | 435 ₹2.3 L | 401.78 ₹2.2 L |
| 5.00 | Providing and fixing including making, supplying and fixing the Chain linked diamond mesh fencing to the frames of size .50x1.20 m by using 50x50 mm. aperture of guage 8mm. of GI chain link diamond mesh and fixing them and welding it on the 'L' angle of size 50x6 mm all round including fixing them the MS Flats of size 50x6 mm. to the top and bottom and fixing the entire fabricated work in the dwarf wall in CC (1:2:4) by using 20 mm stone jelly and painting the post and grill with two coats of synthetic enamel paint of suitable colour after applying a coat of iron primer etc. complete complying with standard specification and as directed by Engineer- in-charge (as per sketch enclosed) | 400 | No.s | 9,550 ₹38.2 L | 9,276 ₹37.1 L |
| 6.00 | Coping over the dwarf wall with PCC (1:2:4) using 20 mm stone aggregate including cost of material, Conveyance charges and labour charges and GST, all applicable charges etc. complete as directed by Engineer-in-charge | 13.5 | Cu.m | 8,440 ₹1.1 L | 8,194 ₹1.1 L |
| 7.00 | Carefully removal of debris, including segregation of useful stones and stacking at site, and levelling the remaining earth at low lying area by head load within a distance of 150m etc., complete as directed by the site in charge. | 147 | Cu.m | 730 ₹1.1 L | 712 ₹1.0 L |
| 8.00 | Vegetation/jungle clearance work around the structures and fortification walls including removing of roots and thorny bushes etc. including cost of labour and disposing the waste from the fort area as directed by Engineer-in-charge | 9,840 | Sq.m | 50 ₹4.9 L | 44 ₹4.3 L |
| 9.00 | Construction of Retaining walls/Platform walls for to protect soil erosion/Sliding of stones around the structures. Earth work excavation for foundation including disposing waste away from monument by head loads including all charges of men and material and all applicable charges etc., complete as directed by Engineer-in- charge | 44.01 | Cu.m | 1,530 ₹67,335.30 | 1,490 ₹65,574.90 |
| 10.00 | Construction of Stone masonry wall by using Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar (1:6) (1 cement: 6 coarse sand) including cost of material, Conveyance charges, labour charges, GST and all other applicable charges etc., complete as directed by Engineer-in- charge | 158.4 | Cu.m | 9,500 ₹15.0 L | 9,165 ₹14.5 L |
Tender Value
₹80.0 L
EMD Value
₹2.0 L
Closing Date
27 Jan 2026, 11:00 amClosed
SA, ASI, Amaravati Circle,Vijayawada
Aurobindo Plaza,6-134/1, Kanuru Main Road, Kanuru, Vijayawada -520007 (A.P.)
AS PER TENDER DOCUEMENT
2026_ASI_892551_1
47/NIT/2025-2026/Amaravati/ Kadapa sub Circle
Open Tender
Civil Works
180 days
Gandikota, YSR KADAPA
AS PER TENDER DOCUEMENT
3 documents required · 3 mandatory
₹0
₹2.0 L
Yes
27 Feb 2026
5 Jan 2026
28 Jan 2026
5 Jan 2026
27 Jan 2026
5 Jan 2026
Providing chain linked diamond mesh fencing over the dwarf wall at outside the fort wall in order to restrict the new construction an encroachment. Earth work in excavation by mechanical means (manual means over areas (30 cm in depth, 1.50 m in width as well as 10Sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.50 m etc., complete as directed by Engineer-in- charge..
Providing PCC (1:3:6) using 40 mm 6 graded stone aggregate for foundation including cost of material, Conveyance charges and labour charges, GST and all other applicable charges etc. complete as directed by Engineer-in-charge.
Construction of Stone masonry dwarf wall by using Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar (1:6) (1 cement :6 coarse sand) including cost of material, Conveyance charges and labour charges, GST and all applicable charges etc. complete as directed by Engineer-in- charge.
Pointing to the dwarf wall with Cement mortar (1:3) (1 cement: 3 fine sand) including cost of material, Conveyance charges and labour charges and GST, all applicable charges etc. complete as directed by Engineer-in-charge.
Providing and fixing including making, supplying and fixing the Chain linked diamond mesh fencing to the frames of size .50x1.20 m by using 50x50 mm. aperture of guage 8mm. of GI chain link diamond mesh and fixing them and welding it on the 'L' angle of size 50x6 mm all round including fixing them the MS Flats of size 50x6 mm. to the top and bottom and fixing the entire fabricated work in the dwarf wall in CC (1:2:4) by using 20 mm stone jelly and painting the post and grill with two coats of synthetic enamel paint of suitable colour after applying a coat of iron primer etc. complete complying with standard specification and as directed by Engineer- in-charge (as per sketch enclosed)
Coping over the dwarf wall with PCC (1:2:4) using 20 mm stone aggregate including cost of material, Conveyance charges and labour charges and GST, all applicable charges etc. complete as directed by Engineer-in-charge
Carefully removal of debris, including segregation of useful stones and stacking at site, and levelling the remaining earth at low lying area by head load within a distance of 150m etc., complete as directed by the site in charge.
Vegetation/jungle clearance work around the structures and fortification walls including removing of roots and thorny bushes etc. including cost of labour and disposing the waste from the fort area as directed by Engineer-in-charge
Construction of Retaining walls/Platform walls for to protect soil erosion/Sliding of stones around the structures. Earth work excavation for foundation including disposing waste away from monument by head loads including all charges of men and material and all applicable charges etc., complete as directed by Engineer-in- charge
Construction of Stone masonry wall by using Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar (1:6) (1 cement: 6 coarse sand) including cost of material, Conveyance charges, labour charges, GST and all other applicable charges etc., complete as directed by Engineer-in- charge
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