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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹20.5 L (18.2%)Rejected-Finance | ₹1.3 Cr+₹20.5 L (18.2%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 Cr+₹26.9 L (23.9%)Rejected-Finance | ₹1.4 Cr+₹26.9 L (23.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.7 Cr+₹55.6 L (49.4%)Rejected-Finance | ₹1.7 Cr+₹55.6 L (49.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.7 Cr+₹59.8 L (53.1%)Rejected-Finance | ₹1.7 Cr+₹59.8 L (53.1%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.8 Cr
EMD Value
₹5.4 L
Closing Date
17 Mar 2025, 5:00 pmClosed
SM (E-C)
AAI Imphal Airport
Re-carpeting of Entry, exit roads at area in front of Terminal Building at Imphal Airport including roads leading to CISF Barracks at AAI residential colony
2025_AAI_227070_1
AAI/IMP/CIVIL/ENTRY EXIT ROAD/2024
Open Tender
Civil Works
Item Rate
90 days
Imphal Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹5.4 L
19 Jul 2025
20 Feb 2025
19 Mar 2025
20 Feb 2025
17 Mar 2025
20 Feb 2025
20 Feb 2025 - 27 Feb 2025
Amount
Providing and applying tack coat with 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 varies from the quantity specified, necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment. a) 0.20 Kg/Sqm on existing bituminous surface
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and hydrated lime/stone dust/cement 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].
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. a) New work (Two or more coats)
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
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).
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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. a) 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 : a) 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 in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete a) 450 mm dia RCC pipes.
Carriage of materials By mechanical Transport including loading, unloading and stacking lead upto 1 km a) Lime, moorum, building rubbish
M/S Thokchom Okendro Singh (BID ID -828839)
Kh. Kalachand Singh (BID ID -828688)
Maibam Choijot Singh (BID ID -828745)
M/S L K AND SONS (BID ID -830028)
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