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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-Finance RAMAN NIWAS KURSAI COLONY DORANDA RANCHI JHARKHAND 834002 | RANCHI | RANCHI | JHARKHAND | 834002 | ₹16.0 L | L1 | Accepted-Finance Agency being L1 |
| 2 | L2₹16.7 L+₹72,935 (4.56%)Rejected-Finance BEHIND H NO 150 VEER KUNWAR SINGH COLONY SAKET NAGAR HINOO DORANDA RANCHI 834002 | RANCHI | JHARKHAND | 834002 | ₹16.7 L+₹72,935 (4.56%) | L2 | Rejected-Finance Higher than L1 |
| 3 | L3₹16.9 L+₹93,200 (5.82%)Rejected-Finance | ₹16.9 L+₹93,200 (5.82%) | L3 | Rejected-Finance Higher than L1 |
| 4 | L4₹17.0 L+₹96,825 (6.05%)Rejected-Finance | ₹17.0 L+₹96,825 (6.05%) | L4 | Rejected-Finance Higher than L1 |
| 5 | L5₹17.1 L+₹1.1 L (7.05%)Rejected-Finance C O DAROGA SINGH INDRA NIWAS ST PETERS SCHOOL LANE VILLAGE TOWN BIRSA CHOWK PRAKASH NAGAR CITY RANCHI | ₹17.1 L+₹1.1 L (7.05%) | L5 | Rejected-Finance Higher than L1 |
Tender Value
₹25.9 L
EMD Value
₹51,811
Closing Date
21 Dec 2022, 6:00 pmClosed
AGM(E-C),B.M.Airport,Ranchi
AGM(E-C) O/o AGM(E-C), B. M. Airport,Ranchi
Renovation of existing Cargo Complex Building at BM Airport, Ranchi
2022_AAI_136767_1
AAI/RC/AGM(E-C)/RENO/CARGO /2022-23
Open Tender
Civil Works
Item Rate
120 days
B.M.Airport
Please refer tender documents
4 documents required · 4 mandatory
₹1,180
₹51,811
19 Jan 2023
29 Nov 2022
23 Dec 2022
30 Nov 2022
21 Dec 2022
30 Nov 2022
30 Nov 2022 - 8 Dec 2022
Amount
Note: The tender rate should be inclusive of all taxes, duties, cess, fee , royalty charges etc. levied under any statute but exclusive of GST.
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size).
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 : Suspended floors, roofs, landings, balconies and access platform
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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane , black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 2mm (for corrugated roof sheets)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
M/s Brajesh Kumar Sinha
KARUN GOPE
KISHOR SAHU
M/S DAROGA SINGH CONSTRUCTION COMPANY
SAI CONSTRUCTION & DEVELOPERS
DIGITECH
Cupid Enterprises
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