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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-AOC CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹46.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.0 L+₹2.7 L (5.94%)Rejected-Finance | ₹49.0 L+₹2.7 L (5.94%) | L2 | Rejected-Finance NOT LOWEST BIDDER |
| 3 | L3₹50.9 L+₹4.7 L (10.1%)Rejected-Finance 3 113 VISHAL KHAND GOMTI NAGAR LUCKNOW U P 226010 | NA | NA | 226010 | ₹50.9 L+₹4.7 L (10.1%) | L3 | Rejected-Finance NOT LOWEST BIDDER |
Tender Value
₹48.5 L
EMD Value
₹97,071
Closing Date
13 Sept 2023, 6:00 pmClosed
AGM Engg Civil, AAI
Office of Engg Civil, AAI, Srinagar Airport
Recarpeting of road from approach road towards cargo and drop gate at Srinagar International Airport, Srinagar.
2023_AAI_165342_1
AAI/SRN/ENGG(C)/RECARPETING ROAD
Open Tender
Civil Works
Item Rate
60 days
Srinagar International Airport
As per NIT
15 documents required · 15 mandatory
₹1,120
₹97,071
19 Jan 2024
23 Aug 2023
15 Sept 2023
23 Aug 2023
13 Sept 2023
23 Aug 2023
23 Aug 2023 - 30 Aug 2023
Amount
Providing and applying tack coat using suitable low viscosity paving bitumen of VG 10 grade conforming to IS:73), spraying the bitumen with mechanically operated spray unit at the rate specified below, cleaning and preparing the existing pavement surface as per specifications complete in all respects as per direction of Engineer-In-Charge. If the actual quantity of bitumen emulsion varies from the quanity assumed above, necessary cost adjustment for deviation in the quantity of bitumen emulsion shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen emulsion exclusive of GST shall only be considered for payment. 0.20 Kg/Sqm on existing bituminous surface.
Providing and laying of Hot Mix Dense Bituminos Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement as filler as specified and Viscosity Grade Birumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material.]
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and cement as filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material].
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
M/S SHAN CONSTRUCTION COMPANY
M/S SIDDHARTHALAXMI ENGITECH PRIVATE LIMITED
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