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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | -28.50% | ₹5.2 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 LAdmitted-Finance H NO 5 117 BODUPPAL INDIRA NAGAR COLONY GHATKESAR MANDAL R R DIST 500 092 | MEDCHAL MALKAJGIRI | TELANGANA | 500092 | -20.01% | ₹5.9 L | L2 | Admitted-Finance |
| 3 | L3₹6.6 LAdmitted-Finance | -9.99% | ₹6.6 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical I) AS PER PARA 13 A,B DCWE ENLISTMENT COPY NOT ENCLOSED, II) AS PER PARA 14 (IV) HARD COPY OF PRICE BID SHALL NOT BE SUBMITTED IN ANY CASE BUT, AGENCY SUBMITTED HARD COPY, HENCE FOUND NOT ELIGIBLE |
Tender Value
₹7.3 L
EMD Value
₹14,700
Closing Date
12 Jan 2026, 2:00 pmClosed
Sh P VINOD KUMAR, SC F, ESTATE MANAGER
EMU (RND) DRDO TOWNSHIP KANCHANBAGH HYDERABAD - 500058
REPAIRS AND REPLACEMENT OF DAMAGED SEWAGE DRAINS/ PAVEMENTS AT PGAD, KANCHANBAGH
2025_DRDO_891134_1
EMU/HYD/ENQ/REP REPL/DRAINS AND PAVMNT/PGAD/23/2025-26 DATED 23 DEC 2025
Open Tender
Miscellaneous Works
120 days
PGAD, KANCHANBAGH
Please refer Tender Documents
5 documents required · 5 mandatory
₹0
₹14,700
23 Jan 2026
23 Dec 2025
13 Jan 2026
23 Dec 2025
12 Jan 2026
23 Dec 2025
Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per he direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 150 mm diameter
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 250 mm diameter
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Chquerred precast cement concrete tiles 22mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc., complete on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse Sand) a) light shade pigment using white cement
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