Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC | L1 | Accepted-AOC As directed by CWC, Contract Agreement is placed on the L1 contractor, S Vinayagamurthy, Thiruvallur at their revised quoted total amount of Rs.15,76,705.00/- for the subject work. | |
| 2 | L2₹18.2 L+₹2.3 L (14.2%)Rejected-Finance | L2 | Rejected-Finance L2 Contractor, CWC not accepted | |
| 3 | Rejected-Technical | - | Rejected-Technical EMD not submitted. Hence CWC - I decided that the offer of the firm is not acceptable. |
| Sl No | Description | Qty | Unit | S VINAYAGAMURTHY L1 | B.V.Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in hard/ dense soil in trenches width and depth not exceeding 1.50m and getting out. | 80 | CUM | 695 ₹55,600 | 250 ₹20,000 Lowest |
| 2.00 | Material and labour for sand filling under foundation including watering and consolidation. | 8 | CUM | 2,050 ₹16,400 | 1,200 ₹9,600 Lowest |
| 3.00 | M & L for PCC 1:3:6, C2 Type using 40mm graded aggregated in flooring. | 8 | CUM | 5,920 ₹47,360 | 3,500 ₹28,000 Lowest |
| 4.00 | M & L for providing reinforcement cement concrete in Footings, piles, Plinth beam with cement concrete A1 Type, 1:1.5:3 mix using 20mm graded aggregated. | 17 | CUM | 7,150 ₹1,21,550 | 7,000 ₹1,19,000 Lowest |
| 5.00 | M & L for providing reinforcement cement concrete in column, pillars and struts with cement concrete A1 Type, 1:1.5:3 mix using 20mm graded aggregated. | 10 | CUM | 8,600 ₹86,000 | 7,000 ₹70,000 Lowest |
| 6.00 | M & L for form work to sides of Flat concrete surfaces ,concrete foundation, bases of column, beam sides and soffits of foundation and plinth beams,with Fair finished surfaces. | 85 | SQM | 505 ₹42,925 Lowest | 600 ₹51,000 |
| 7.00 | M & L for form work to RCC members square, rectangular such as columns, pillers with Fair finished surfaces , | 45 | SQM | 545 ₹24,525 | 420 ₹18,900 Lowest |
| 8.00 | Supply and fixing of twisted MS Bars 10mm dia and over, cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips. | 1,100 | KG | 95 ₹1,04,500 Lowest | 100 ₹1,10,000 |
| 9.00 | Supply and fixing of twisted MS Bars 6mm dia up to 8mm dia cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips. | 650 | KG | 93 ₹60,450 Lowest | 100 ₹65,000 |
| 10.00 | M & L for Brick work built in CM.1:6 using Sub-Class “B” Bricks,straight or curved on plan exc 6m mean radius built in cement mortor 1:5 | 30 | CUM | 7,155 ₹2,14,650 | 6,000 ₹1,80,000 Lowest |
Tender Value
₹15.7 L
EMD Value
₹31,400
Closing Date
15 Jul 2025, 2:00 pmClosed
THE CHIEF GENERAL MANAGER
THE CHIEF GENERAL MANAGER, HVF, AVADI, CHENNAI - 600054
EXTENSION OF COMPOUND WALL AND PROVISION OF CONCENTRENA COIL OVER THE EXISTING COMPOUND WALL IN AVNL CORPORATE OFFICE AT HVF ESTATE.
2025_AVNL_238454_1
HVF/TE/13025/CEO/2025-26/21
Open Tender
Civil Works
Works
180 days
HVF ESTATE, AVADI
DETAILS ENCLOSED
8 documents required · 8 mandatory
₹0
₹31,400
8 Sept 2025
16 Jun 2025
16 Jul 2025
16 Jun 2025
15 Jul 2025
16 Jun 2025
Amount
Earth work excavation in hard/ dense soil in trenches width and depth not exceeding 1.50m and getting out.
Material and labour for sand filling under foundation including watering and consolidation.
M & L for PCC 1:3:6, C2 Type using 40mm graded aggregated in flooring.
M & L for providing reinforcement cement concrete in Footings, piles, Plinth beam with cement concrete A1 Type, 1:1.5:3 mix using 20mm graded aggregated.
M & L for providing reinforcement cement concrete in column, pillars and struts with cement concrete A1 Type, 1:1.5:3 mix using 20mm graded aggregated.
M & L for form work to sides of Flat concrete surfaces ,concrete foundation, bases of column, beam sides and soffits of foundation and plinth beams,with Fair finished surfaces.
M & L for form work to RCC members square, rectangular such as columns, pillers with Fair finished surfaces ,
Supply and fixing of twisted MS Bars 10mm dia and over, cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips.
Supply and fixing of twisted MS Bars 6mm dia up to 8mm dia cut to length bent to shape required including cranking, bending, spiraling for hoping for columns, hooking ends and binding with MS Wire not less than 0.9mm dia or securing with clips.
M & L for Brick work built in CM.1:6 using Sub-Class “B” Bricks,straight or curved on plan exc 6m mean radius built in cement mortor 1:5
M & L for providing plastering in CM 1:4, 15mm thick on brick / concrete surface.
Material and labour for two coats of exterior emulsion paint on surfaces of any description over 10cm girth or width, not otherwise described including preparation of new painted surface with one coat of primer.(ASIAN/NEROLAC/BERGER or suitable equivalent make
Material and labour for two coats of exterior emulsion paint on surfaces of any description over 10cm girth or width, not otherwise described including preparation of old painted surface. (ASIAN/NEROLAC/BERGER/ or suitable equivalent make
Demolition of brickwork or stone /boulder masonry built in cement mortar.
Dismantling existing damaged steel structures by gas cutting of the damaged structure and handing over the same to CE(Estate) Stores
Cutting holes in brick walls built in cement mortar Exc.half brick work but not exc.one brick for inserting hold fasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B1 as required.
S & F of GI Concentrena wire of 600mm dia made of high tensile wire of 2.50mm having a strength of 165Kgs/Sq.mtr and the razor barb type of 0.52mm thick with barb width of 12mm and length of 10mm and weight 43.47 gm/M coated Zinc 120gsm/sqmt having 45-50 loops with 3 clips per loop giving a coverage of 5.5 to 6.0meter per coil.
Supply and fixing of mild steel Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts
M & L for painting to steel surfaces of any description, over 10cm in width or girth,with two coats of synthetic enamel paint over a coat of priming with (Red Oxide / Zinc Chrome), including preparing new surfaces.
S & F of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured
Returning / refilling of soil soft / loose including spreading, leveling, watering and well ramming in layers not exceeding 25cm.
Removal of excavated soil exceeding 250m but not exceeding 500m and depositing where directed.
B.V.Enterprises (BID ID -872871)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .