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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 LAccepted-Finance | 1 | Accepted-Finance Being L1 | |
| 2 | 2₹2.7 L+₹2,985.35 (1.11%)Accepted-Finance | 2 | Accepted-Finance Being L2 | |
| 3 | 3₹2.8 L+₹6,016.15 (2.23%)Accepted-Finance GOVT CONTRACTOR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | 3 | Accepted-Finance Being L3 | |
| 4 | 4₹3.0 L+₹28,390.17 (10.5%)Accepted-Finance | 4 | Accepted-Finance Being L4 |
Tender Value
₹2.0 L
EMD Value
₹4,070
Closing Date
30 Jan 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Construction of chain link fencing at Anganwadi Centre, Phooltala under ICDS project under CD-I, APWD, Rangat - Recall
2022_APWD_8625_1
56/DB/CD-I/RGT/2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Kadamtala
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4,070
7 Feb 2023
23 Dec 2022
31 Jan 2023
23 Dec 2022
30 Jan 2023
23 Dec 2022
Amount
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.
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 lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately).
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
LAKIH KANTA BALA
KUMARESH MONDAL
Rajesh Halder
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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