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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.7 LAccepted-Finance | 1 | Accepted-Finance Being L1 | |
| 2 | 2₹39.6 L+₹88,470 (2.29%)Accepted-Finance 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | 2 | Accepted-Finance Being L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹58.2 L
EMD Value
₹1.2 L
Closing Date
5 Oct 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Providing 100 mm DI - 80 mm GI pipe line from Jarawa Creek OHT feeder tank to uphill house near Helipad Jarawa Creek village and laying of distribution line of various sizes and installation of 01 No. diesel pump set at GMS Jarawa Creek
2023_APWD_11657_1
54/DB/CD-I/RGT/2023-24
Open Tender
Civil Works - Water Works
Item Rate
120 days
Baratang
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
12 Oct 2023
19 Sept 2023
5 Oct 2023
19 Sept 2023
5 Oct 2023
19 Sept 2023
Amount
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 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
100 mm dia Ductile Iron Class K-9 pipes
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
100 mm dia pipes
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
100 mm diameter pipe
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 :
Up to 300 mm dia
Supplying pig lead at site of work.
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
100 mm dia
80 mm dia
50 mm dia
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
100 mm diameter Class I
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
80 mm dia nominal bore
65 mm dia nominal bore
50 mm dia nominal bore
40 mm dia nominal bore
25 mm dia nominal bore
15 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
80 mm nominal bore Horizontal
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
100 mm dia nominal bore
Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :
100 mm dia
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
80 mm diameter pipe
65 mm diameter pipe
50 mm diameter pipe
40 mm diameter pipe
25 mm diameter pipe
Constructing masonry Chamber 30x30x50 cm inside, in cement concrete hollow block size of 400x100x200mm work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
Constructing masonry Chamber 60x60x75 cm inside, in cement concrete hollow block size of 400x100x200mm work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
Supplying, installing, testing and commissioning of Kirloskar make, TV2 model, 16 HP, 1800 RPM, water cooled diesel engine or equivalent coupled with Kirloskar make, 16SR6 model pump or equivalent for discharge of 4.9 LPS at a head of 95 mtrs with CI construction having suction and delivery 80mmx65mm with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot volve and all other accessories as required.
Mega Engineers and Builders
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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