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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₹65.7 LAccepted-AOC | L1 | Accepted-AOC Award of contract to lowest bidder Ms K Chandrapal Reddy | |
| 2 | L2₹67.6 L+₹1.9 L (2.89%)Rejected-Finance H NO 1 11 33 1 NEW ALWAL BOLARUM SECUNDERABAD 500010 | SECUNDERABAD | HYDERABAD | TELANGANA | 500010 | L2 | Rejected-Finance Not being the lowest bidder | |
| 3 | L3₹70.7 L+₹5.0 L (7.63%)Rejected-Finance D NO 65 4 64 1A KOTHA NAKKAVANIPALEM MALKAPURAM POST VISAKHAPATNAM 530011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | L3 | Rejected-Finance Not being the lowest bidder | |
| 4 | L4₹77.3 L+₹11.6 L (17.6%)Rejected-Finance | L4 | Rejected-Finance Not being the lowest bidder | |
| 5 | L5₹78.8 L+₹13.1 L (19.9%)Rejected-Finance DOOR NO 2 131 ANNAVARAM DIST PALNADU ANDHRA PRADESH 522 603 | PALNADU | ANDHRA PRADESH | 522603 | L5 | Rejected-Finance Not being the lowest bidder |
| Sl No | Description | Qty | Unit | K CHANDRAPAL REDDY L1 | M/S B.SHRAVAN KUMAR L4 | MAHIRA ENGINEERING & INFRASTRUCTURE L3 | B Sreepathy Rao L2 | 37AAOFJ7439G1ZV L5 | BNS INFRA AND DESIGN L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc. (not exceeding) 30 cm deep and averaging 15 cm deep and getting out hard / dense soil complete all as specified and directed. | 3,300 | Sqm | 45 ₹1,48,500 Lowest | 50 ₹1,65,000 | 100 ₹3,30,000 | 63 ₹2,07,900 | 50 ₹1,65,000 | 63 ₹2,07,900 |
| 2.00 | Removal of excavated soil exc.50 m but n. exc.250 m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. | 519 | Cum | 360 ₹1,86,840 | 600 ₹3,11,400 | 500 ₹2,59,500 | 225 ₹1,16,775 Lowest | 450 ₹2,33,550 | 369 ₹1,91,511 |
| 3.00 | M&L soling (or sub base) 150 mm spread thickness broken boulders or quarried stone, intersticess filled, surface formed and rolled and consolidated to required gradient and camber required and including rolling and consolidating formation surfaces in cutting including watering and consolidating to a required level with 8 to 12 tonne power roller complete all as specified and directed. | 330 | 10 Sqm | 2,250 ₹7,42,500 Lowest | 4,000 ₹13,20,000 | 2,800 ₹9,24,000 | 2,700 ₹8,91,000 | 2,550 ₹8,41,500 | 4,500 ₹14,85,000 |
| 4.00 | M&L 150 mm thick (compacted thickness) WBM, with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller in two layers of 75 mm thick each and including preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, and applying paving bitumen evenly a priming / tack coat with bituminous primer at 10 kg per 10 Sqm complete all as specified and directed. | 330 | 10 Sqm | 2,790 ₹9,20,700 Lowest | 4,000 ₹13,20,000 | 4,500 ₹14,85,000 | 3,780 ₹12,47,400 | 4,250 ₹14,02,500 | 4,500 ₹14,85,000 |
| 5.00 | M&L premix bituminous macadam using paving bitumen VG-30 Grade any penetration @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and directed. | 165 | Cum | 7,200 ₹11,88,000 | 8,500 ₹14,02,500 | 7,000 ₹11,55,000 Lowest | 7,200 ₹11,88,000 | 8,650 ₹14,27,250 | 10,890 ₹17,96,850 |
| 6.00 | M&L bituminous premixed semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5 % binder content using paving bitumen of grade VG-30 penetration by weight of total mix laid using mechanical paver, rolled and compacted to required gradient and camber using power roller of capacity exc. 8 tonne but not exc. 12 tonne power roller and including preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove loose dirt and applying evenly a priming / tack coat with bitumen primer at 5 Kg per 10 Sqm using paving bitumen over existing black top surfaces complete all as specified and directed. | 330 | 10 SQM | 4,140 ₹13,66,200 | 4,300 ₹14,19,000 | 3,300 ₹10,89,000 Lowest | 4,005 ₹13,21,650 | 4,250 ₹14,02,500 | 3,339 ₹11,01,870 |
| 6.01Note: For design purpose min. binder content is specified as 5.5% for VG-30 grade bitumen and it shall not reduce under any circumstances. During design stage, if binder content exceeds 5.5% no extra payment shall be made to contractor for excess use of binder. | |||||||||
| 7.00 | M&L moorum / red bajri filling in berm or pavings, laid in layers n.exc. 15 cm thick, spread, levelled and rammed and including watering complete all as specified and directed. | 120 | CUM | 900 ₹1,08,000 | 1,000 ₹1,20,000 | 600 ₹72,000 | 540 ₹64,800 Lowest | 1,500 ₹1,80,000 | 900 ₹1,08,000 |
| 8.00 | M&L thermoplastic road marking paint (reflective) of specified shade or colour, area 2 to 3 mm thick, 10 cm width or girth and including lines, dashes, arrows etc, using hot 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 made free of all dirt, scales, oil grease, foreign materials, etc, as per manufacturers instructions complete all as specified and directed. | 120 | Sqm | 540 ₹64,800 | 650 ₹78,000 | 500 ₹60,000 Lowest | 585 ₹70,200 | 2,600 ₹3,12,000 | 801 ₹96,120 |
| 9.00 | M&L road studs two way reflective type of size 100 x 100 x 25 mm made of ABS materials of approved colour fixed on bituminous / concrete surfaces as per manufacturers instructions complete all as specified and directed. | 301 | Each | 207 ₹62,307 | 200 ₹60,200 | 149 ₹44,849 Lowest | 243 ₹73,143 | 330 ₹99,330 | 459 ₹1,38,159 |
Tender Value
₹86.4 L
EMD Value
₹1.6 L
Closing Date
23 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE No 2 Secunderabad
CWE NO.2, MUDFORT, SECUNDERABAD- 500003
PROVISION OF 600 METER ROAD FOR AGNIVEER TRG AT ARTY CENTRE HYDERABAD
2025_MES_726494_1
81307/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
GE Golconda
As per tender documents
9 documents required · 9 mandatory
₹1,000
GE Golconda
₹1.6 L
Yes
10 Oct 2025
19 Aug 2025
26 Sept 2025
19 Aug 2025
23 Sept 2025
9 Sept 2025
Amount
Surface excavation n.exc. (not exceeding) 30 cm deep and averaging 15 cm deep and getting out hard / dense soil complete all as specified and directed.
Removal of excavated soil exc.50 m but n. exc.250 m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed.
M&L soling (or sub base) 150 mm spread thickness broken boulders or quarried stone, intersticess filled, surface formed and rolled and consolidated to required gradient and camber required and including rolling and consolidating formation surfaces in cutting including watering and consolidating to a required level with 8 to 12 tonne power roller complete all as specified and directed.
M&L 150 mm thick (compacted thickness) WBM, with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller in two layers of 75 mm thick each and including preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, and applying paving bitumen evenly a priming / tack coat with bituminous primer at 10 kg per 10 Sqm complete all as specified and directed.
M&L premix bituminous macadam using paving bitumen VG-30 Grade any penetration @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and directed.
M&L bituminous premixed semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5 % binder content using paving bitumen of grade VG-30 penetration by weight of total mix laid using mechanical paver, rolled and compacted to required gradient and camber using power roller of capacity exc. 8 tonne but not exc. 12 tonne power roller and including preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove loose dirt and applying evenly a priming / tack coat with bitumen primer at 5 Kg per 10 Sqm using paving bitumen over existing black top surfaces complete all as specified and directed.
Note: For design purpose min. binder content is specified as 5.5% for VG-30 grade bitumen and it shall not reduce under any circumstances. During design stage, if binder content exceeds 5.5% no extra payment shall be made to contractor for excess use of binder.
M&L moorum / red bajri filling in berm or pavings, laid in layers n.exc. 15 cm thick, spread, levelled and rammed and including watering complete all as specified and directed.
M&L thermoplastic road marking paint (reflective) of specified shade or colour, area 2 to 3 mm thick, 10 cm width or girth and including lines, dashes, arrows etc, using hot 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 made free of all dirt, scales, oil grease, foreign materials, etc, as per manufacturers instructions complete all as specified and directed.
M&L road studs two way reflective type of size 100 x 100 x 25 mm made of ABS materials of approved colour fixed on bituminous / concrete surfaces as per manufacturers instructions complete all as specified and directed.
M&L 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), and including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) and making drainage opening wherever required complete all as specified and directed.
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc, or for shafts wells, cesspits, manholes, pier holes etc, n.exc. 10 sqm on plan and n.exc. 1.5 m in depth and getting out in hard / dense soil complete all as specified and directed.
M&L PCC 1:4:8 type D2 using 40 mm graded aggregate as in foundation complete all as specified and directed.
M&L walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.
M&L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) complete all as specified and directed.
M&L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n. exc. 20 cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exc. 10 cm but n. exc. 20 cm wide complete all as specified and directed.
M&L RCC 1:2:4 type B1 using 20 mm graded aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L 60 mm thick machine pressed precast cement concrete tiles of interlocking pattern with grey cement and pigment rubber moulded with vibration technology set and jointed as per manufactures instructions laying over sand cushioning complete all as specified and directed. Note :- (i) The quoted rate is deemed to be include filleting the side of pavement with PCC (1:2:4) type B1. (ii) Sand cushioning shall be measured & paid separetely.
M&L sand filling under floors etc, including watering and consolidation complete all as specified and directed.
M&L 75 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base and finishing surface of concrete even and rough to receive the topping layer complete all as specified and directed.
M&L mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
All as per Sl. Item No. 21 above but 6 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders.
B Sreepathy Rao (BID ID -3425047)
MAHIRA ENGINEERING & INFRASTRUCTURE (BID ID -3426091)
M/S B.SHRAVAN KUMAR (BID ID -3433240)
37AAOFJ7439G1ZV (BID ID -3420846)
BNS INFRA AND DESIGN (BID ID -3426838)
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