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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.4 LAccepted-AOC H NO 3 52 CHAVITI GUDEM ASWAPURAM MANDAL BHADRADRI KOTHAGUDEM DIST 507 116 TELANGANA INDIA | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 1 | Accepted-AOC L1 | |
| 2 | 2₹25.0 L+₹56,626 (2.32%)Rejected-AOC H NO 3 194 OPP HWP M COLONY GATE ASWAPURAM POST 507116 BHADRADRI KOTHAGUDEM DIST | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 2 | Rejected-AOC L2 | |
| 3 | 3₹25.1 L+₹70,001 (2.87%)Rejected-AOC AMMAGARIPALLY ASWAPURAM BHADRADRI KOTHAGUDEM DISTRICT TELANGANA 507116 | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 3 | Rejected-AOC L3 | |
| 4 | 4₹25.5 L+₹1.1 L (4.37%)Rejected-AOC GOPALAPURAM ASWAPURAM 507 116 BHADRADRI KOTHAGUDEM DISTRICT TS | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 4 | Rejected-AOC L4 | |
| 5 | 5₹29.8 L+₹5.3 L (21.8%)Rejected-AOC H NO 2 220 JAGGARAM ASWAPURAM BHADRADRI KOTHAGUDEM DIST TELANGANA 507116 | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M/s K SATYAM CONTRACTOR L3 | Sri Bhargavi Engineering Works L1 | SHRAVANI CONSTRUCTIONS L2 | M/s MEERAIAH CONTRACTOR L4 | naresh constructions L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including de-watering, getting out and disposal of excavated earth lead upto 50 m and for all lift, back filling around foundations in layers not excedding 20 cm in depth, consoildating each deposited layer by ramming and watering,as directed by Engineer-in-charge. | ||||||||
| 1.10 | All Kinds of soil | 190 | Cum | 330 ₹62,700 | 318 ₹60,420 Lowest | 400 ₹76,000 | 325 ₹61,750 | 380 ₹72,200 |
| 2.00Extra for every additional lift of 1.5 m or part therof in excavation / banking excavated or stacked materials | ||||||||
| 2.10 | All Kinds of soil | 90 | Cum | 138 ₹12,420 | 131 ₹11,790 Lowest | 300 ₹27,000 | 135 ₹12,150 | 170 ₹15,300 |
| 3.00 | Providing and laying plain cement concrete 1:4:8 with 40 mm nominal size stone aggregate of approved quality in foundations and plinth, under floor etc including ramming, leveling, curing wherever necessary etc. complete as per drawings, specifications and as directed by the Engineer- All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | 4 | Cum | 7,160 ₹28,640 | 7,130 ₹28,520 Lowest | 7,500 ₹30,000 | 7,145 ₹28,580 | 8,000 ₹32,000 |
| 4.00Centring and shuttering with 12 mm thick waterproof plywood inlcuding strutting, propping etc. and removal of form for: | ||||||||
| 4.10 | Foundations, footings, bases of columns etc. for mass concrete. | 17 | Sqm | 425 ₹7,225 | 410 ₹6,970 Lowest | 800 ₹13,600 | 415 ₹7,055 | 450 ₹7,650 |
| 4.20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 30 | Sqm | 780 ₹23,400 | 765 ₹22,950 Lowest | 1,000 ₹30,000 | 775 ₹23,250 | 900 ₹27,000 |
| 4.30 | Columns , Pillars, Piers, Struts, Abutments, Posts | 37 | Sqm | 480 ₹17,760 | 472 ₹17,464 Lowest | 900 ₹33,300 | 485 ₹17,945 | 650 ₹24,050 |
| 5.00 | Providing and laying design mix cement concrete of M35 grade for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources in appropriate proportions as per approved & specified design criteria, using cement content as per design mix of make ACC/ULTRATECH/BIRLA/JAYPEE cement grade of OPC-43, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete, laying at site, spreading and compacting mechanically by using needle and surface vibrator, curing by hassien cloth, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge.
Note:1. Concrete of M35 Grade with minimum cement content of 370 kg/cum, No extra cost shall be payable for extra cement content. fly ash can be used as per requirement of design mix. fly ash availavle free of cost at silo palnt area but transporting by contractor. 2. Design mix has to be furnished by the cotractor before commencement of the work and cost to this effect will be brone by the contractor only. Low water cement ratio has to be maintained with addition of suitable admixture in the design mix. However no extra payment will be paid on account of this. | 14 | Cum | 10,320 ₹1,44,480 | 10,290 ₹1,44,060 Lowest | 11,000 ₹1,54,000 | 10,350 ₹1,44,900 | 13,500 ₹1,89,000 |
Tender Value
₹23.3 L
EMD Value
₹46,580
Closing Date
6 Oct 2025, 6:00 pmClosed
General Manager HWPM
O/o General Manager HWPM Bhadradri Kothagudem District Telangana State 507116
Foundation and Supporting Steel Structure work for Emergency CW storage Tank at Expansion of BCPP building in HWPM.
2025_HWB_876904_1
HWPM/CIVIL/MP/NIT/2025/29
Open Tender
Civil Works
Item Rate
60 days
HWPM
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹46,580
4 Nov 2025
15 Sept 2025
10 Oct 2025
15 Sept 2025
6 Oct 2025
15 Sept 2025
15 Sept 2025 - 27 Sept 2025
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