Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹37.2 L+₹1.1 L (3.12%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹40.0 L+₹3.9 L (10.7%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹44.3 L+₹8.2 L (22.6%)Accepted-Finance | L4 | Accepted-Finance Accepted |
Tender Value
₹44.7 L
EMD Value
₹89,329
Closing Date
8 Aug 2023, 3:00 pmClosed
Executive Engineer, RCD,APWD, Wimberly Gunj
Executive Engineer, RCD,APWD, Wimberly Gunj
Construction of 1 No well at Chakku Pahad near Panchayat Bhawan at Mithakhari. 6.00 mtr dia.
2023_APWD_11004_1
NIT No. 47/EE/RCD/APWD/WG/2023-24
Open Tender
Civil Works - Water Works
Item Rate
60 days
Wimberly Gunj
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹89,329
10 Aug 2023
20 Jul 2023
10 Aug 2023
21 Jul 2023
8 Aug 2023
28 Jul 2023
Amount
EARTH WORK
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Extra rates for quantities of works, executed:
In or under water and/or liquid mud, including pumping out water as required
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
CEMENT CONCRETE (CAST IN SITU)
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) derived from natural sources : 4 graded stone aggregate 20 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 20 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)
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 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
Columns, piers, abutments, pillars, posts and struts
REINFORCED CEMENT CONCRETE
Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1,5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources ; 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Well steining
Extra for shuttering in circular work (20% of respective centering and shuttering items)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
STEEL WORK
Structural 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.
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
ROAD WORK
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
bituminous portion
WATER SUPPLY
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
50 mm dia nominal bore
65 mm dia nominal bore
80 mm dia nominal bore
Making connection of G.I. distribution branch with Cl. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:
50 to 80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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) :
50 mm nominal bore
Vertical
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
NS Items
Supplying and filling in stone Boulders as filter under including carriage and cost of stone aggregate complete as per the direction of Engineer-in-charge.
Supplying and filling the sides of ring well up to 20 cm thick with stone aggregate 20 mm size and up to a depth of 3.00 mtr from bottom complete as per the direction of Engineer-in-charge.
Providing and fixing aluminium plain sheet including nuts and washer etc complete.
0.80 mm thick sheet
Supplying, installation ,testing and commissioning of kirloskar make 4R1040T Diesel Engine,72Hp coupled with Kirliskar make DSM 100/36L Pump @1500 RPM water cooled having discharge of 22 Ltr/Sec, head 130 mtr, suction & delivery of 125x100 mm with base frame for engine & pump with foundation nut & bolt,suitable coupling arrangement with 12 V battery starting arrangement Nor MAx foot valve 5" dia with suction and delivery flange 4" dia Non return valve,fuel tank GI fittings for silence etc as required and directed by Engineer-in-Charge.
M Abdul Hameed
V M YOUSUF
ABDUL GAFOOR
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .