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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-Finance | L1 | Accepted-Finance Responsive | |
| 2 | L2₹25.2 L+₹3.6 L (16.8%)Accepted-Finance | L2 | Accepted-Finance Responsive | |
| 3 | L3₹25.5 L+₹4.0 L (18.3%)Accepted-Finance | L3 | Accepted-Finance Responsive | |
| 4 | L4₹27.5 L+₹5.9 L (27.3%)Accepted-Finance | L4 | Accepted-Finance Responsive | |
| 5 | L5₹28.1 L+₹6.5 L (30.0%)Accepted-Finance MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L5 | Accepted-Finance Responsive |
Tender Value
₹32.3 L
Closing Date
7 Jan 2022, 3:00 pmClosed
Executive Engineer, CD-I, A.P.W.D., Port Blair
Executive Engineer, CD-I, A.P.W.D., Port Blair
Augmentation of water supply at Ram Nagar village Neil Island Cost Ring well, Pump house, Over Head steel water tank, laying of pipe line and Installation of 40 HP Diesel pump, Under CD-I, A.P.W.D., Port Blair SW Construction of CC Approach way to
2021_APWD_4716_1
41/NIT/DB/CD-I/PB/21-22
Open Tender
Civil Works - Buildings
Works
90 days
Shaheed Dweep
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
Exempted
12 Jan 2022
21 Dec 2021
7 Jan 2022
21 Dec 2021
7 Jan 2022
21 Dec 2021
21 Dec 2021 - 29 Dec 2021
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
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.
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).
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
40 mm diameter pipe
CHATRIA LOK NIRMAN
Shri Pankaj Roy
N.C. ENTERPRISES
C.M.ROY CONSTRUCTION
Haneefa Constructions
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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