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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.0 LAccepted-AOC D NO 7 1 332 220KV SUBSTATION ROAD AMBEDKAR CENTER BANDARUGUDEM BHADRADRI KOTHAGUDEM DIST 507117 TELANGANA INDIA | BHADRADRI KOTHAGUDEM | TELANGANA | 507117 | 1 | Accepted-AOC L1 | |
| 2 | 2₹24.2 L+₹21,779 (0.91%)Rejected-AOC AMMAGARIPALLY ASWAPURAM BHADRADRI KOTHAGUDEM DISTRICT TELANGANA 507116 | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 2 | Rejected-AOC L2 | |
| 3 | 3₹26.0 L+₹2.0 L (8.27%)Rejected-AOC H NO 2 220 JAGGARAM ASWAPURAM BHADRADRI KOTHAGUDEM DIST TELANGANA 507116 | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 3 | Rejected-AOC L3 | |
| 4 | 4₹29.5 L+₹5.6 L (23.2%)Rejected-AOC H NO 3 194 OPP HWP M COLONY GATE ASWAPURAM POST 507116 BHADRADRI KOTHAGUDEM DIST | ASWAPURAM | BHADRADRI KOTHAGUDEM | TELANGANA | 507116 | 4 | Rejected-AOC L4 | |
| 5 | 5₹30.2 L+₹6.2 L (25.9%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹30.3 L
EMD Value
₹60,660
Closing Date
29 Jul 2024, 6:00 pmClosed
General Manager HWPM
O/o General Manager HWPM Bhadradri Kothagudem Dist Telangana State 507116
Please refer Tender Documents
2024_HWB_814732_1
HWPM/CIVIL/CPP/NIT/2024/39
Open Tender
Civil Works
Item Rate
270 days
HWPM
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹60,660
15 Oct 2024
15 Jul 2024
2 Aug 2024
15 Jul 2024
29 Jul 2024
15 Jul 2024
15 Jul 2024 - 27 Jul 2024
Amount
Providing required men, machinery, tools & tackles for Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan) including backfilling of the same after completion of work and disposal of excess earth lead upto 50 m and lift upto 1.5m, disposed earth to be leveled and neatly dressed etc., all complete as per specification and as directed by the Engineer in Charge. (Note-Including dewatering if required)
Demolishing Brick Masonry/ RR Masonry/ Concrete work including removing and disposing the dismantled material at designated places and stacking the serviceable materials, handing over to the sectional stores etc., all complete as per specification and as directed by the Engineer in Charge.
Providing and laying plain cement concrete of 1:3:6 (1 ordinary Portland cement 43 grade of ACC/ Ultratech/ Birla A1: 3 Coarse sand : 6 graded crushed stone aggregate) using 40 mm and down gauge crushed stone aggregate of approved quality including shuttering, leveling, ramming, finishing and curing etc., all complete as per specifications and as directed by the Engineer in Charge.
Providing, hoisting and fixing of pre-cast reinforced cement concrete covers/ slabs including the cost of reinforcement with 10mm dia HYSD bars @ 150mm c/c, including shuttering, finishing with neat cement punning on exposed surface with 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size) including transporting, placing, compacting, curing etc., all complete as per drawings, specification and as directed by the Engineer in charge.
Reconstruction of Random rubble masonry using available stones upto & above plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) in walls and foundation including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size), including demolishing of damaged/ fallen RR masonry/ PCC, cleaning the stones for re-use, handing over of Y angles to sectional stores and disposing off all the debris at designated location lead upto 50m etc., all complete as per specifications and directed by the Engineer In Charge.
Construction of Random rubble masonry using available stones upto & above plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) in walls and foundation including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) lead upto 50m etc., all complete as per specifications and directed by the Engineer In Charge
Providing, transporting, placing in position at site Structural steel members of angles, rounds made of VIZAG/ TATA/ SAIL/ JINDAL of required size for making grills including drilling of holes upto 12 mm dia for fixing of frame and "Y" angles for fixing of barbed wire fencing including bottom to be split and bent at right angle in opposite direction for 10 cm length and embedded with concrete (Concrete to be paid separately) including applying a priming coat of steel primer and two coats of synthetic enamel paint of Asainpaints/ Nerolac/ Burger make etc., all complete as per drawings, specifications and as directed by the Engineer in Charge.
Providing required men, tools & tackles for removing the barbed wire from the fallen boundary wall and refixing the same to "Y" angle placed at top of the new wall at required distance with G.I. staples, turn buckles etc., all complete as per drawings, specifications and as directed by the Engineer in Charge. Note: Payment to be made per metre length of barbed wire refixed.
Providing required men, tools & tackles for removing of G.I. Concertina coil from the fallen boundary wall and refixing the same upto 3 m height of wall with angle iron ‘Y’shaped placed 1.5m apart and with 7 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron etc., all complete as per drawings, specifications and as directed by the Engineer in Charge. Note: Payment to be made per metre length of concertina coil fixed.
Providing and fixing Concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer in charge with reinforced barbed tape (RBT)/Spring core (2.5mm thick) wire of high tensile strength of 165 kg/Sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle,CC blocks shall be paid separately)
Providing, transporting, placing in position TMT reinforcement steel of grade Fe415D/ 500D of SAIL/ TATA/ JINDAL/ VIZAG for R.C.C work including straightening, cutting, bending and binding with 16/18 gauge MS annealed binding wire, providing and placing cover blocks etc., complete all as per specification and as directed by the Engineer In Charge.
Providing and fixing chain link fabric fencing Made of G.I. wire of 4mm diameter of required width in mesh size 50x50 mm including strengthening with 2 mm dia G.I. wire, nuts, bolts and washers as required and providing , , complete including all materials, labour, transport, scaffolding as required and cleaning after completion of work etc.complete as per specifications and as directed by the Engineer. etc., all complete as per specifications and as directed by the Engineer-in-charge.
Providing and laying in position Reinforced cement concrete of grade 1:1.5:3 (1 ordinary portland cement 43 grade of ACC/ Ultratech/ Birla A1 : 1.5 coarse sand : 3graded crushed stone aggregate 20 mm nominal size) for Columns, Posts and Struts upto floor V level in required shape including providing holes for tieing of fencing at required spacing ,compaction, levelling, finishing and curing but excluding the cost of reinforcement etc., all complete as per specifications and as directed by the Engineer in Charge.
Providing and fixing Centering/ Shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts including strutting where ever required and removal of form after setting of concrete for all heights etc., all complete as per specifications and as directed by the Engineer in Charge.
Providing and fixing with G.I barbed wire fencing to "Y" angle iron post placed at required distance embedded in cement concrete blocks, every 15 th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100m (minimum), between the two posts fitted and fixed with G.I staples, turn buckles including removing of old and handling over to sectional stores., all complete as per specifications and as directed by the Engineer-In-Charge. (Cost of posts, struts, earth work and concrete work to be paid separately). Note: Payment to be made per metre cost of total length of barbed wire used.
M/s K SATYAM CONTRACTOR
naresh constructions
SHRAVANI CONSTRUCTIONS
K.NARASIMHULU CIVIL COTRACTOR
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