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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹11.0 L
EMD Value
₹22,000
Closing Date
15 Jun 2022, 11:30 amClosed
SO-1(WORKS),HQ22Sect AR
HQ 22 SECT AR
Provision of 01X08 seated toilet block for COB Tupul of Nonei Bn (Manipur).
2022_ARMHA_690313_1
22 Sect/Engr/2022-23/002
Open Tender
Civil Works
Works
365 days
Tupul, Nonei, Imphal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
DIGAR,HQ 22 SECTOR AR
₹22,000
Yes
19 Oct 2022
23 May 2022
16 Jun 2022
23 May 2022
15 Jun 2022
23 May 2022
23 May 2022 - 15 Jun 2022
Amount
SCHEDULE `A' PART-I (BUILDING WORKS)
Constr of 08 seated toilet block as per Drg No. (Drg No MPR/Engr/193 sheet No1/2, 2/2) complete as per specification and direction of Engr-in-charge.
SCHEDULE `A' PART-II Site Devp –(Earth Work)
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge All kinds of soil
SCHEDULE `A' PART-III Site Devp –(Retaining wall)
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
M&L for centering and shuttering including propping etc. (for sides of copying) and removal of frame work.
M/L for raised pointing in cement mortar 1:3 (1 cement : 3 fine sand) on RR Masonry.
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site
M/L for 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
M/L for 40mm graded aggregate for hand packing for Weep hole
M/L for 75mm dia PVC pipe for weep haler (Avg lengh 0.6+2.5/2)=1.55
SCHEDULE `A' PART-IV Water Supply/Plumbing Works
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 , 15 mm nominal bore
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes using110 mm diameter Length of pipe(110mdia) WCs=1.5x8=12.00Along length =2x4.95=9.90 Rear side=1x4.00=4.00 Plinth protection=2x0.60=1.20 Top rop septic tank=18.00=18.00Total L= 45.10 M
ditto as per above item but for 75 mm dia pipe
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(1000 ltr capacity)
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball 20 mm nominal bore, 120 mm long, weighing not less than 198 gms
Providing and fixing brass stop cock of approved quality 15 mm nominal bore
Providing and fixing brass stop cock of approved quality 20 mm nominal bore
SCHEDULE `A' PART-V (Water tank staging)
M&LStructural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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.Base plate for PVC Tank 1200 x 1200 x 6mm thick Shoe plate for enchorage 200 x 200 x 6mm thick.
Providing and fixing bolts including nuts and washers complete.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil
PCC 1:2:4 using 20mm agg for foundation
SCHEDULE `A' PART-VI (Manhole)
Constr of Man hole as per Drg No. (Drg No MPR/Engr/158 sheet No 1/1) complete as per specification and direction of Engr-in-charge
SCHEDULE `A' PART-VII (Soak pit )
Constr of Soak pit as per Drg No. (Drg No MPR/Engr/158 sheet No 1/1) complete as per specification and direction of Engr-in-charge.
SCHEDULE `A' PART-VIII (Septic Tank )
Constr of Septic tank as per Drg No. (Drg No MPR/Engr/159 sheet No 1/1) complete as per specification and direction of Engr-in-charge.
SCHEDULE `A' PART-IX (Electrification )
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required
Supplying and fixing brass batten/ angle holder including connection etc. as required.
Supplying and fixing 5 A to 32 A rating, 240/415 Volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required,
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
Supplying & fixing 1100 volts grade heavy duty aluminium strandard conductor 6 Sqmm cable PVC insulated served with inner sheathing of PVC tape sheathed in service connections suspended by insulating hangers not more than 1 Mtr apart including 4 mm suspension wire, one twin core cable flat or circular
S/F light fitting as specified bulk head fittings fittings ISI Marked
M/s CYBER DEN
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