Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 LRejected-Finance 126 2 BECHARAM CHATT ERJEE ROAD KOLKATA 700034 | KOLKATA | KOLKATA | WEST BENGAL | 700034 | ₹7.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹7.7 LRejected-Finance 213 BAGPOTA ROAD SONALI PARK SARSUNA KOLKATA KOLKATA KOLKATA 700061 | KOLKATA | WEST BENGAL | 700061 | ₹7.7 L | L3 | Rejected-Finance L3 |
Tender Value
₹7.4 L
EMD Value
₹15,000
Closing Date
26 Feb 2026, 5:00 pmClosed
D.G. (CIVIL)
516, D. H. ROAD, KOLKATA-700034
CONSTRUCTION OF RIDER SEWER AT M. G. ROAD FROM MASJID MORE TO VIVEKANANDA SPORTING CLUB IN WARD NO- 122, BR-XIII.
2026_KMC_1010322_1
KMC/DG(C)/XIII/122/157/25-26
Open Tender
CIVIL WORKS
40 days
WARD-122
PLEASE REFER TENDER DOCUMENTS.
6 documents required · 6 mandatory
₹0
₹15,000
29 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(ii) 225 mm
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1)
BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (b) 1:4:8 proportion
BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%.
1.Excavation of Trial Pit for fixing of alignment of sewer line etc. taking every precaution against damages of electrical cables, gas mains, sewer lines, telephone cables, water mains etc. as contained in position of the underground obstruction including back filling, as per direction of Engineer-in-charge. (Length - 3.0 m., width - 2.0 m., Depth- 3.0 m.)
Construction of special inspection chamber pit of size 900mm. X 600mm. (inside measurement) without shaft with 250mm. thick cement brick work (1:4) over150mm. thick jhama cement conc. (1:4:8) bed over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick on edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing 450mm. dia. (15 M.T.) heavy duty R.C.P.C. cover and frame (15 M.T. load-bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I. steps (4 kg. each) including cutting hard crust, excavation, dewatering, back filling and removal of spoils but excluding shoring as per standard drawing .(depth of invert between 1.15m. to 1.80m. below G.L.) i) Average depth of invert 1.15 m. below G.L.
23.Construction of Catch pit 600mmX525mm. (inside measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 100mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon- edge flooring with 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying and fixing R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing
Manhole connection (upto 450 mm. dia.) including mending good all complete with (1:2:4) cement concrete as per specification and direction of Engineer-in-charge..
SUPPLYING INSTALLING 3'' DIA PORTABLE PUMP.....
Sub Total
Please Enable Macros to View BoQ information
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
Tendernotice_1.pdf
PDF • 0.72 MB
BOQ_2480727.xls
BOQ • 0.28 MB
civil.pdf
Additional Documents • 3.53 MB
TForm.pdf
Tender Documents • 0.20 MB
Download all tender documents and submit your bid