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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹267.6 CrAccepted-AOC 2ND FLOOR MODERN PROFOUND TECH PARK PLOT NO 202 P 203 P 204 P SY NO 12 KONDAPUR HYDERABAD 500084 K V RANGAREDDY DIST TELANGANA INDIA | HYDERABAD | TELANGANA | 500084 | ₹267.6 Cr Quoted ₹271.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹320.7 Cr+₹48.9 Cr (18.0%)Rejected-AOC | ₹320.7 Cr+₹48.9 Cr (18.0%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AYYAPPA INFRA PROJECTS PRIVATE LIMITED L2 | Gaja Engineering Private Limited L1 |
|---|---|---|---|---|---|
| 1.00Earth work open well excavation with lead upto 10 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size of boulders and gravelly soil as directed by the Engineer.-1 cu.m | |||||
| 1.01 | A) First depth of 2 m | 1,675.58 | cum | 272 ₹4,55,757.76 | 227 ₹3,80,356.66 Lowest |
| 1.02 | Second depth of 2 To 4m | 1,675.58 | cum | 338 ₹5,66,346.04 | 282 ₹4,72,513.56 Lowest |
| 1.03 | Third depth of 4 To 6m | 1,675.58 | cum | 403 ₹6,75,258.74 | 336 ₹5,62,994.88 Lowest |
| 1.04 | Fourth depth of 6 To 8m | 1,356.26 | cum | 469 ₹6,36,085.94 | 391 ₹5,30,297.66 Lowest |
| 1.05 | Fifth depth of 8 To 10m | 644.24 | cum | 534 ₹3,44,024.16 | 445 ₹2,86,686.8 Lowest |
| 2.00P.C.C 1:4:8 (one cement, four sand and eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer incharge | |||||
| 2.01 | A0From 4.5m to 9 m below G.L. | 207.01 | cum | 10,233 ₹21,18,333.33 | 8,528 ₹17,65,381.28 Lowest |
| 3.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 100.17 | cum | 11,122 ₹11,14,090.74 | 9,269 ₹9,28,475.73 Lowest |
| 4.00Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).SULPHATE RESISTANT CEMENT | |||||
Tender Value
₹241.5 Cr
EMD Value
₹2.4 Cr
Closing Date
31 Oct 2025, 3:00 pmClosed
Commissioner Poonamallee Municipality
POONAMALLEE MUNICIPLITY TRUCK ROAD
Providing Underground Sewerage System in poonamallee Municipality
2025_MAWS_589553_1
1787/2025/E1
Open Tender
Civil Works
Item Rate
Poonamallee Municipality
Please refer Tender documents.
6 documents required · 6 mandatory
₹25,000
₹2.4 Cr
Yes
22 Aug 2026
6 Aug 2025
31 Oct 2025
6 Aug 2025
31 Oct 2025
6 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work open well excavation with lead upto 10 m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small size of boulders and gravelly soil as directed by the Engineer.-1 cu.m | |||||
| 1.01 | A) First depth of 2 m | 1,675.58 | cum | - | - |
| 1.02 | Second depth of 2 To 4m | 1,675.58 | cum | - | - |
| 1.03 | Third depth of 4 To 6m | 1,675.58 | cum | - | - |
| 1.04 | Fourth depth of 6 To 8m | 1,356.26 | cum | - | - |
| 1.05 | Fifth depth of 8 To 10m | 644.24 | cum | - | - |
| 2P.C.C 1:4:8 (one cement, four sand and eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer incharge | |||||
| 2.01 | A0From 4.5m to 9 m below G.L. | 207.01 | cum | - | - |
| 3 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 100.17 | cum | - | - |
| 4Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).SULPHATE RESISTANT CEMENT | |||||
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