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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC AT MUDIDIH NO 2 P O SIJUA DHANBAD 828121 | DHANBAD | JHARKHAND | 828121 | L1 | Accepted-AOC WORK AWARD | |
| 2 | L2₹5.9 L+₹3,167.54 (0.54%)Rejected-Finance C O GAJANANRAO THERE WARD NO 3 WANI DIST YAVATMAL PIN NO 445304 | YAVATMAL | MAHARASHTRA | 445304 | L2 | Rejected-Finance AS L2 | |
| 3 | L3₹6.6 L+₹75,145.11 (12.9%)Rejected-Finance | L3 | Rejected-Finance AS L3 | |
| 4 | L4₹6.8 L+₹91,709.14 (15.7%)Rejected-Finance | L4 | Rejected-Finance AS L4 | |
| 5 | L5₹7.9 L+₹2.0 L (34.7%)Rejected-Finance | L5 | Rejected-Finance AS L5 |
Tender Value
₹10.6 L
EMD Value
₹13,200
Closing Date
23 Jul 2022, 4:00 pmClosed
Staff Officer Civil WNA
AGM Office Bhallar Township Wani North Area
Repairing of damaged compound wall with painting of Pragatinagar colony under Kolarpimpri-Pimpalgaon Sub Areaof Wani North Area.
2022_WCL_249336_1
wn4650-civ-e017-2022-23 dt.05.07.2022
Open Tender
Civil Works - Others
Item Rate
60 days
Kolarpimpri-Pimpalgaon
Please refer Tender documents.
4 documents required · 4 mandatory
₹13,200
19 Aug 2022
8 Jul 2022
25 Jul 2022
9 Jul 2022
23 Jul 2022
9 Jul 2022
9 Jul 2022 - 21 Jul 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.15 All kinds of soil.
Boulder & moorum filling in foundation including cost of all material and labour complete as per instruction of Engr.I/C (100cu.ft. boulder & 40 cft. moorum for 100 cft. finished work) including watering, ramming and consolidating complete.
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) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 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).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 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).
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).
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
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Total impact of GST for the purpose of CTC
Sanjay Kumar Maharaj
M/s Ajit Kumar, Rajura
R K Sandal
SHIVSHAKTI ENTERPRISES
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