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| # | Company | Amount |
|---|---|---|
| 1 | ₹2.2 Cr 4 YOUR TENDER SUBMITTED ON 23 08 2024 2024 5 YOUR LETTER OF UNCONDITIONAL ACCEPTAN ON E TENDER WEBSITE 6 TECHNICAL BID OPENED ON 23 08 CENA CONDITIONS TENDER WEBSITE 7 PRICE BID OPENED ON 09 09 2024 ON E TENDER WEBSITE | ₹2.2 Cr |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
23 Aug 2024, 11:00 amClosed
Construction of RCC boundary wall at redevelopment of WHO SEARO building IP Estate New Delhi
NBCC/SBGWHO/DTC/NIT/WHO/2024/01
NBCC/SBGWHO/DTC/NIT/WHO/2024/01
Open Tender-Domestic
Civil Works General
New Delhi, Delhi
₹11,800
₹2.8 L
5 Jan 2026
16 Aug 2024
23 Aug 2024
23 Aug 2024
9 Sept 2024
Sr. No Description of Item Schedule Amount Non-Schedule Amount Total Amount
Sr. No Description of Item Schedule Amount Non-Schedule Amount Total Amount
Digitally signed by PHILEM
DINESHWAR SINGH
BILL OF QTY.(BOQ)
"Construction of RCC boundary wall at redevelopment of WHO-SEARO building, IP Estate, New Delhi.”
Rates are including Taxes
S.N Description Rates Amount
Schedule Non-schedule Schedule Non schedule
rates rates amount amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including
2.6 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as
1 directed by Engineer-in-Charge. Cum 1349.08 177.5 239461.70
All kinds of soil.
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of
specified diameter and length below the pile cap, to carry a safe working load not less
than specified, excluding the cost of steel reinforcement & Concrete but including the
cost of boring with bentonite solution and temporary casing of appropriate length for
setting out and removal of same and the length of the pile to be embedded in the pile
20.2 cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel
technique by tripod and mechanical Winch Machine all complete, including removal of
excavated earth with all its lifts and leads (length of pile for payment shall be measured
up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine
shall not be used .
20.2.2 500 mm dia piles
Providing breaking/ Cutting of any kind of RCC structureof any thickness to drill the pile through
Supply, cutting, fabrication and lowering of 8mm thick MS Liner in drilling hole as per site
conditions for contiguous pile of 500 mm dia.
Supply , & pouring of M-30 Grade Ready Mix Concrete as per design mix including all
1:4:8(1Cement:4 Coarse sand(zone-III) drived from natural sources:8 graded stone aggregate40
mm nominal size drived from natural sources.
Centering and shuttering including strutting, propping etc. and removal of form work for
Foundation, Footing, Retaining walls, Base of Column,For mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form work for
8 Walls (any thickness), including attached pilasters, buttresses, plinth and string courses etc.
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position
5.22A and binding all complete above plinth level.
5.22A.6 Thermo Mechanically Treated bars of Grade Fe500D or More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position
5.2 and binding all complete upto plinth level.
Digitally signed by PHILEM
DINESHWAR SINGH
05:22:06 Thermo Mechanically Treated bars of Grade Fe500D or More
Provoding and fixing empty cements bags filled with local earth, hand sewing with suja & suti and
11 NS placing in posotion within 60 mtr including cost of empty cment bags, all labour, material and T & Sqm 640 1106.84 708377.60
P required for propoer completion of work
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 3 m
height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9
horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain
12 16:53 horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per Rm 160 375.8 60128.00
direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm 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 M.S. angle, C.C. blocks shall be paid separately
Structural steel work in single section, fixed with or without connecting plate, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Digitally signed by PHILEM
DINESHWAR SINGH
aoc.pdf
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NIT.pdf
Tender Document
GCC 2022 merged with amendments 1 to 10.pdf
Tender Document
BOUNDARYWALL drawing.pdf
Tender Document
scope of work.pdf
Tender Document
SCC.pdf
Tender Document
Soil report.pdf
Tender Document
Technical specifications.pdf
Tender Document
Physical milestones.pdf
Tender Document
Make list.pdf
Tender Document
BOQ.pdf
Tender Document
design mix.pdf
Tender Document
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