Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC 103 SADAR ROAD JORASHIB MANDIR NORTH BARRACKPORE KOL 700120 | NORTH BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 700120 | ₹4.5 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance L3 |
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
27 Jan 2026, 12:00 pmClosed
EXECUTIVE ENGINEER CIVIL BR III KMC
109 M A K A SARANI KOLKATA 700054
IMPROVEMENT OF ROAD SURFACE BY LAYING CEMENT CONCRETE AT 248, BAGMARI ROAD AND ITS SURROUNDING AREAS IN WARD NO-14.
2026_KMC_987405_1
KMC/ EE-III/014/APAS/57/25-26
Open Tender
CIVIL WORKS
40 days
EXECUTIVE ENGINEER CIVIL BR III KMC
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹9,000
10 Apr 2026
13 Jan 2026
29 Jan 2026
13 Jan 2026
27 Jan 2026
13 Jan 2026
DISMANTLING OF FLEXIBLE PAVEMENTS DISMANTLING OF FLEXIBLE PAVEMENTS AND DISPOSAL OF DISMANTLED MATERIALS UPTO A LEAD OF 100M STOCKING SERVICEABLE AND UNSERVICEABLE MATERIALS SEPARATELY AS PER TECHINICAL SPECIFICATION CLAUSE 202 FOR RURAL ROADS OF MODE II BY MECHANICAL MEANS BITUMINOUS COURSE
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (c) For Silver Sand
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)
ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018)
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
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).(iii) 150 mm
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
Lowering cover and frame of Special Inspection Pit with CBW (1:4), 250 mm thick up to 100mm depth with 20mm thick sand and cement plaster (1:4) including finishing with neat cement after cutting the asphaltum pavement taking out and re-fixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils.
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mm Weight: 100 kg (approx)
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (vi) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm Frame: 665 mm X 125 mm opening: 470mmWeight: 90 kg (approx)
Estimated amount
Add: 9%SGST
Add: 9%CGST
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
technical_2411817.pdf
techsummary_2411817.pdf
finance_2411817.pdf
BOQ Comparative Chart
xlsx
finsummary_2411817.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 4.90 MB
Tendernotice_2.pdf
PDF • 5.35 MB
Tendernotice_3.pdf
PDF • 0.81 MB
Tendernotice_4.pdf
PDF • 0.70 MB
BOQ_2411817.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid