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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₹35.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST QUOTED BIDDER | |
| 2 | L2₹36.2 L+₹73,820.25 (2.08%)Rejected-Finance | L2 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER | |
| 3 | L3₹40.3 L+₹4.9 L (13.7%)Rejected-Finance | L3 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER | |
| 4 | L4₹43.9 L+₹8.4 L (23.8%)Rejected-Finance H NO 1 11 33 1 NEW ALWAL BOLARUM SECUNDERABAD 500010 | SECUNDERABAD | HYDERABAD | TELANGANA | 500010 | L4 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER | |
| 5 | L5₹44.7 L+₹9.3 L (26.1%)Rejected-Finance | L5 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER |
| Sl No | Description | Qty | Unit | Haasith constructions L6 | K CHANDRAPAL REDDY L2 | M/S DIVIJA BUILDERS L3 | BNS INFRA AND DESIGN L4 | m. surender singh L1 | B Sreepathy Rao L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas not exceeding 1.5m in depth and getting out in Hard / Dense soil complete all as specified and as directed. | 764.55 | Cum | 257 ₹1,96,489.35 | 270 ₹2,06,428.5 | 250 ₹1,91,137.5 | 500 ₹3,82,275 | 333 ₹2,54,595.15 | 225 ₹1,72,023.75 Lowest |
| 2.00 | M&L Hardcore of guage exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and well rammed to a true surface complete all as specified and as directed. | 254.85 | Cum | 1,777 ₹4,52,868.45 | 1,881 ₹4,79,372.85 | 1,800 ₹4,58,730 | 2,700 ₹6,88,095 | 1,399 ₹3,56,535.15 Lowest | 1,800 ₹4,58,730 |
| 3.00 | M&L 100mm thick plain cement concrete 1:4:8 mix, type D2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed. | 169.9 | Cum | 5,377 ₹9,13,552.3 | 3,870 ₹6,57,513 Lowest | 4,200 ₹7,13,580 | 6,000 ₹10,19,400 | 3,997 ₹6,79,090.3 | 5,220 ₹8,86,878 |
| 4.00 | M&L 200mm thick plain cement concrete 1:1.5:3 mix, type A1, using 20mm graded stone aggregate as in foundation and maass concrete, filling finished even and smooth without using extra cement complete all as specified and as directed. | 339.8 | Cum | 7,777 ₹26,42,624.6 | 5,373 ₹18,25,745.4 | 7,200 ₹24,46,560 | 7,500 ₹25,48,500 | 3,999 ₹13,58,860.2 Lowest | 7,740 ₹26,30,052 |
| 5.00 | Removing excavated soil to a distance exceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 764.55 | Cum | 177 ₹1,35,325.35 | 270 ₹2,06,428.5 | 126 ₹96,333.3 Lowest | 325 ₹2,48,478.75 | 1,264 ₹9,66,391.2 | 144 ₹1,10,095.2 |
| 6.00 | Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bi cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breake tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875 2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and as directed. | 56.63 | 10 RM | 1,777 ₹1,00,631.51 | 2,700 ₹1,52,901 | 1,800 ₹1,01,934 | 500 ₹28,315 | 44.63 ₹2,527.4 Lowest | 1,800 ₹1,01,934 |
| 7.00 | Forming 25 mm width expansion joint in concrete slab for full depth of POC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS 212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and as directed. | 6.18 | 10 RM | 4,738.87 ₹16,10,268.03 | 2,700 ₹9,17,460 | 3,600 ₹12,23,280 | 1,200 ₹4,07,760 | 145 ₹49,271 Lowest | 4,500 ₹15,29,100 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
29 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 (AF) Secunderabad
CWE (AF) Secunderabad
PROVN OF ROAD NEAR Y LINK AND CONNECTING ROAD FOR ARRESTER BARRIER AT AFS HAKIMPET
2025_MES_728721_1
84810/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (AF) HAKIMPET
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) HAKIMPET
₹86,000
Yes
14 Nov 2025
1 Sept 2025
1 Oct 2025
1 Sept 2025
29 Sept 2025
15 Sept 2025
1 Sept 2025 - 11 Sept 2025
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