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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.2 LAccepted-AOC | ₹52.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹58.4 LRejected-Finance | ₹58.4 L | L2 | Rejected-Finance Not the lowest bidder |
| 3 | L3₹67.5 LRejected-Finance | ₹67.5 L | L3 | Rejected-Finance Not the lowest bidder |
| Sl No | Description | Qty | Unit | H H CO CONTRCTOR AND SUPPLIER L3 | S R COMPANY L1 | M/s Zeliezhu and Sons L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. All kinds of soil | 687 | Cum | 265.2 ₹1.8 L | 100 ₹68,700 | 150 ₹1.0 L |
| 2.00 | Excavating,filling and supplying of earth from AAI premises the by mechanical transport upto a lead of 2km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 1,020 | Cum | 337 ₹3.4 L | 80 ₹81,600 | 350 ₹3.6 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 16.5 | Cum | 9,054.4 ₹1.5 L | 6,500 ₹1.1 L | 5,550 ₹91,591.65 |
| 4.00 | 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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 186.95 | Cum | 7,048 ₹13.2 L | 6,500 ₹12.2 L | 5,050 ₹9.4 L |
| 5.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand). | 11 | Sqm | 933.8 ₹10,271.80 | 800 ₹8,800 | 400 ₹4,400 |
| 6.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 108 | Kg | 128.4 ₹13,867.20 | 160 ₹17,280 | 320 ₹34,560 |
| 7.00 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work | 260 | sqm | 91.4 ₹23,764 | 100 ₹26,000 | 220 ₹57,200 |
| 8.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 4,427.5 | Sqm | 136.75 ₹6.1 L | 40 ₹1.8 L | 68 ₹3.0 L |
| 9.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On bituminous surface @ 0.50 Kg / sqm | 810 | Sqm | 1,009 ₹8.2 L | 30 ₹24,300 | 12 ₹9,720 |
| 10.00 | 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. Old work (One or more coats). | 430 | sqm | 215.9 ₹92,837 | 80 ₹34,400 | 720 ₹3.1 L |
Tender Value
₹81.6 L
EMD Value
₹2.4 L
Closing Date
22 Mar 2025, 6:00 pmClosed
SM(E-C),AAI,Dimapur Airport.
O/o SM(E-C),AAI,Dimapur Airport.
Construction of Approach road connecting RCC overhead tank in Residential colony at Dimapur airport.
2025_AAI_225878_1
AAI/DMP/SM(C)/Approach Road/24-25
Open Tender
Civil Works
92 days
AAI, Dimapur Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹2.4 L
17 Dec 2025
25 Feb 2025
24 Mar 2025
26 Feb 2025
22 Mar 2025
26 Feb 2025
26 Feb 2025 - 7 Mar 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. All kinds of soil
Excavating,filling and supplying of earth from AAI premises the by mechanical transport upto a lead of 2km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand).
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
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. Old work (One or more coats).
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. Theluminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and 2% cement by weight of aggregates as filler of quality as specified and Viscosity Grade VG-30 Bitumen (supplied in packed drums) 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 for tendering purpose VG bitumen of grade (VG-30) content shall be taken as 135 kg/m3 of mix supplied in packed drums produced by Govt. Refineries and 2% cement by weight of aggregates as filler material.
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).
Supplying and laying locally avaliable sand & gravel mix for construction of granular sub-base & filling including carriage of mixed material by tippers to work site, for all leads, loading & Unloading , spreading in uniform layers of specified thickness manually on prepared surface, complete
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cementmortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia RCC pipes.
Providing and fixing Traffic Safety Convex Mirrors mounted simply and easily with the brackets made of Polycarbonate Convex mirrors round body with130 degree of viewing angle.These Polycarbonate Convex mirrors need to be placed at strategic locations to avoid collision of vehicles to be installed as per direction of Engineer-in-charge. With all complete Pole, bracket mounting & fittings.
Providing and fixing ABS Plastic Speed Breaker of length 1mtr & 75mm hieght per each need to be placed at strategic locations to control the speed of vehicles & to be installed as per direction of Engineer-in-charge. With all complete Pole, bracket mounting & fittings.
M/s Zeliezhu and Sons (BID ID -832090)
H H CO CONTRCTOR AND SUPPLIER (BID ID -828842)
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