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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.5 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹17.9 L+₹41,846.30 (2.39%)Accepted-Finance 91 B LAXMI NAGAR AIRPORT ROAD INDORE INDORE MADHYA PRADESH 452005 UDYAM MP 23 0000211 | INDORE | MADHYA PRADESH | 452005 | 2 | Accepted-Finance L2 | |
| 3 | 3₹18.7 L+₹1.2 L (6.71%)Accepted-Finance | 3 | Accepted-Finance L3 | |
| 4 | 4₹19.7 L+₹2.2 L (12.7%)Accepted-Finance | 4 | Accepted-Finance L4 |
Tender Value
₹27.8 L
EMD Value
₹55,677
Closing Date
4 Jan 2024, 3:00 pmClosed
Executive Engineer PRI Lucknow Mayabunder
Office of the Executive Engineer PRI Mayabunder
Construction of CC Road from main road to Juvaiah house at ward No. 10 under Gram Panchayat, Mayabunder.
2023_RDPRI_12753_1
90/EE/PRI/MB/23-2024
Open Tender
Civil Works - Others
Works
180 days
Mayabunder
Refer Tender Document
5 documents required · 5 mandatory
₹500
Yes
Executive Engineer PRI N and MAD Mayabunder
₹55,677
Yes
9 Jan 2024
20 Dec 2023
4 Jan 2024
20 Dec 2023
4 Jan 2024
20 Dec 2023
Amount
Banking excavated earth in layers not exceeding 20 cm 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 etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Carriage of earth work by mechanical transportation including loading unloading for an average lead of 5.00 Km.
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 :
1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)
1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources)
Cement concrete pavement with 1:2:4 (1 cement : 2 River sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
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.
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.
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 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura 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 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 River Sand)
6 mm Cement Plaster of mix:
1:3 (1 Cement :3 River Sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
Manufacturing and supplying of street light pole made out of 125 mm dia class B ISI standard GI Pipe 3 mtrs long earth stud and necessary GI reducer/coupling fixed with 100mm dia class GI Pipe 1.5 mtrs lond bended to 120 Degree 40 mm dia GI Pipe of 0.6 mtrs long for fixing light fitting along with necessary clamp and 300mmX12mm thick MS Base Plate welded to bottom of pole along with nuts and bolts with painting of two coat of mettlic primer and two coats of synthetic enamel paint, etc. as required.
M/s Sharma Trading Company
T CHANDRA SEKHAR
S B SHARMA
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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