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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC JODHPUR ROAD UTARLAI BARMER RAJ 344035 | BARMER | RAJASTHAN | 344035 | ₹6.2 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹6.7 CrRejected-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹6.7 Cr | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹7.9 CrRejected-Finance | ₹7.9 Cr | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹8.1 CrRejected-Finance 3A RAM MOHAN MULICK GARDEN LANE UNIT NO 6A 3RD FLOOR KOLKATA 700010 | KOLKATA | WEST BENGAL | 700010 | ₹8.1 Cr | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹8.2 CrRejected-Finance | ₹8.2 Cr | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M P KHAITAN L6 | NIRMAL SALES CORPORATION L8 | NSC Projects Pvt. Ltd. L2 | D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED L9 | BHOWMICK ENTERPRISES INDIA L3 | KAKALI ENTERPRISE L5 | DNS CONSTRUCTION COMPANY L10 | surendra infrastructure pvt ltd L7 | NARSINGH DEVELOPERS LLP L4 | M/s godara infratech and power industries L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas n. exc 1.5m deep and getting out in Hard/dense soil including levelling and rolling, complete all as specified and as directed. | 7,010 | Cum | 290 ₹20,32,900 | 285 ₹19,97,850 | 200 ₹14,02,000 | 400 ₹28,04,000 | 265 ₹18,57,650 | 310 ₹21,73,100 | 400 ₹28,04,000 | 305 ₹21,38,050 | 285 ₹19,97,850 | 350 ₹24,53,500 |
| 2.00 | Excavation in trenches in Hard/dense soil n. exc. 1.5 wide and n. exc. 1.5 m depth for foundation etc. or shafts wells cesspits manholes pier holes etc. in exc. 10 sqm on plan and n. exc. 1.5m in depth getting out, complete all as specified and as directed. | 18.5 | Cum | 300 ₹5,550 | 350 ₹6,475 | 250 ₹4,625 | 490 ₹9,065 | 400 ₹7,400 | 395 ₹7,307.5 | 450 ₹8,325 | 400 ₹7,400 | 555 ₹10,267.5 | 500 ₹9,250 |
| 3.00 | M&L for laying and compacting 150 mm thick (compacted thickness) granular sub base course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specificatons for Road and Bridge works, 2013 in a single layer over compacted subgrade with natural sand, crushed gravel , crushed stone, crushed slag or combination there of as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 2,336 | X Sqm | 7,000 ₹1,63,52,000 | 6,800 ₹1,58,84,800 | 6,268 ₹1,46,42,048 | 7,120 ₹1,66,32,320 | 6,700 ₹1,56,51,200 | 7,000 ₹1,63,52,000 | 7,200 ₹1,68,19,200 | 7,900 ₹1,84,54,400 | 8,050 ₹1,88,04,800 | 6,350 ₹1,48,33,600 |
| 4.00 | M&L for WMM laying and compacting 150mm thick (compacted thickness) laid in two layers Wet Mix Macadam (WMM) grading as per Table 400-13 of MoRTH specificatons for Road and Bridge works, 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per table 900-1 of MoRTH specifications for road and bridge works 2013. | 2,336 | X Sqm | 6,900 ₹1,61,18,400 | 6,900 ₹1,61,18,400 | 6,569 ₹1,53,45,184 | 7,500 ₹1,75,20,000 | 6,500 ₹1,51,84,000 | 7,200 ₹1,68,19,200 | 6,500 ₹1,51,84,000 | 7,200 ₹1,68,19,200 | 7,550 ₹1,76,36,800 | 6,650 ₹1,55,34,400 |
| 5.00 | M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.7-1 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013 using mechanical sprayer, complete all as specified and directed | 2,336 | X Sqm | 1,200 ₹28,03,200 | 1,900 ₹44,38,400 | 676 ₹15,79,136 | 1,300 ₹30,36,800 | 980 ₹22,89,280 | 1,500 ₹35,04,000 | 1,020 ₹23,82,720 | 1,100 ₹25,69,600 | 950 ₹22,19,200 | 450 ₹10,51,200 |
| 6.00 | M&L for applying evenly a tack coat of bitumen VG-10 grade conforming to IS: 73 at a rate of application of 0.3-0.4 kg/ sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed | 2,336 | X Sqm | 500 ₹11,68,000 | 666 ₹15,55,776 | 227 ₹5,30,272 | 800 ₹18,68,800 | 585 ₹13,66,560 | 750 ₹17,52,000 | 800 ₹18,68,800 | 700 ₹16,35,200 | 561 ₹13,10,496 | 320 ₹7,47,520 |
| 7.00 | M&L for premix bituminous macadam with 4% binder content by weight of total mix (using paving bitumen VG-30) laid/rolled and compacted to required gradient and camber rolled/laid with power roller (consolidated thickness 75mm or less) including preparation of area before laying of macadam complete all as specified and as directed. Note:- i) Exact quantity of binder to be used shall be ascertained by Design mix. ii) Minimum 4% of binder shall be used. However incase more than 4% of binder content is required as per design mix,the same shall be provided by the contractor at no extra cost. | 1,168 | Cum | 13,000 ₹1,51,84,000 | 12,750 ₹1,48,92,000 | 11,800 ₹1,37,82,400 | 13,250 ₹1,54,76,000 | 12,300 ₹1,43,66,400 | 13,000 ₹1,51,84,000 | 13,500 ₹1,57,68,000 | 13,500 ₹1,57,68,000 | 12,850 ₹1,50,08,800 | 10,500 ₹1,22,64,000 |
| 8.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 Kg/Sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed complete all as specified and directed. | 2,336 | X Sqm | 560 ₹13,08,160 | 500 ₹11,68,000 | 174 ₹4,06,464 | 550 ₹12,84,800 | 590 ₹13,78,240 | 590 ₹13,78,240 | 690 ₹16,11,840 | 660 ₹15,41,760 | 510 ₹11,91,360 | 350 ₹8,17,600 |
| 9.00 | Material and Labour for bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed. | 2,336 | X Sqm | 5,900 ₹1,37,82,400 | 6,000 ₹1,40,16,000 | 5,960 ₹1,39,22,560 | 5,500 ₹1,28,48,000 | 6,000 ₹1,40,16,000 | 6,200 ₹1,44,83,200 | 7,000 ₹1,63,52,000 | 4,500 ₹1,05,12,000 | 4,950 ₹1,15,63,200 | 4,800 ₹1,12,12,800 |
| 10.00 | M&L for 100 mm thick (Consolidated) moorum/red bajri in formation, berms etc. spreading, compacting and rolling shall be done by 8-12 tonne power roller to required gradient and camber, complete all as specified and as directed. | 850 | X Sqm | 1,220 ₹10,37,000 | 1,265 ₹10,75,250 | 938 ₹7,97,300 | 1,450 ₹12,32,500 | 1,400 ₹11,90,000 | 1,300 ₹11,05,000 | 1,460 ₹12,41,000 | 1,200 ₹10,20,000 | 1,400 ₹11,90,000 | 1,200 ₹10,20,000 |
Tender Value
₹7.6 Cr
EMD Value
₹7.0 L
Closing Date
16 Feb 2026, 6:00 pmClosed
CHIEF ENGINEER AF SHILLONG ZONE
HQ CHIEF ENGINEER AF SHILLONG ZONE MILITARY ENGINEER SERVICES ELEPHANT FALLS CAMP PO NONGLYER SHILLONG 793009
CONSTRUCTION OF NEW ACCESS ROADS BETWEEN RUNWAY AND PTT AT AFS KALAIKUNDA
2026_MES_748269_1
88897/KKD/E8
Open Tender
Civil Works
365 days
Kalaikunda
As per tender documents
8 documents required · 8 mandatory
₹3,000
GE (P) (AF) Kalaikunda
₹7.0 L
Yes
19 Mar 2026
13 Jan 2026
18 Feb 2026
13 Jan 2026
16 Feb 2026
6 Feb 2026
Excavating over areas n. exc 1.5m deep and getting out in soft/loose soil including levelling and rolling, complete all as specified and as directed.
Excavation in trenches in soft/ loose soil n. exc. 1.5 wide and n. exc. 1.5 m depth for foundation etc. or shafts wells cesspits manholes pier holes etc. in exc. 10 sqm on plan and n. exc. 1.5m in depth getting out, complete all as specified and as directed.
M&L for laying and compacting 150 mm thick (compacted thickness) granular sub base course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specificatons for Road and Bridge works, 2013 in a single layer over compacted subgrade with natural sand, crushed gravel , crushed stone, crushed slag or combination there of as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
M&L for WMM laying and compacting 150mm thick (compacted thickness) ladi in two layers Wet Mix Macadam (WMM) grading as per Table 400-13 of MoRTH specificatons for Road and Bridge works, 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per table 900-1 of MoRTH specifications for road and bridge works 2013.
M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 conforming to IS: 8887 at a rate of application of 0.7-1 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013 using mechanical sprayer, complete all as specified and directed
M&L for applying evenly a tack coat of bitumen VG-10 grade conforming to IS: 73 at a rate of application of 0.3-0.4 kg/ sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed
M&L for premix bituminous macadam with 4% binder content by weight of total mix (using paving bitumen VG-30) laid/rolled and compacted to required gradient and camber rolled/laid with power roller (consolidated thickness 75mm or less) including preparation of area before laying of macadam complete all as specified and as directed. Note:- i) Exact quantity of binder to be used shall be ascertained by Design mix. ii) Minimum 4% of binder shall be used. However incase more than 4% of binder content is required as per design mix,the same shall be provided by the contractor at no extra cost.
M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 Kg/Sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed complete all as specified and directed.
Material and Labour for bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed.
M&L for 100 mm thick (Consolidated) moorum/red bajri in formation, berms etc. spreading, compacting and rolling shall be done by 8-12 tonne power roller to required gradient and camber, complete all as specified and as directed.
M&L for continous old size brick edging with width equal to the depth of the brick laid on end vertically edgeing both side of road etc., complete all as specified and as directed. Note :- The rates include for embedding bricks in the ground to depths indicated and tamping ground around bricks and also for removing any surplus spoil, etc
M&L for reinforced concret pipe 300 mm bore, class NP3, laid and jointed complete with collars complete all as specified and as directed.
M&L for concrete bed to 300mm bore drain pipe including packing under and haunching against the sides of pipes after they laid in cement concrete 1:3:6 type C-2, complete all as specified and as directed.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction, complete all as specified and directed.
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed.
M&L for returning, filling in soft/loose soil, including spreading, levelling, watering & well ramming in layers n. exc 25 cm complete all as specified and as directed.
M&L for removing excavated soil n exc. 50m & depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.
M&L for removing eaxcavated soil material exc. 500m but n.exc 1.5 Km and depositing where directed complete all as specified and as directed.
M&L for preparing bituminous surface of road and applying thermoplastic marking of 300mm wide and 5mm thick at 600 mm apart (one set is of 6 strips), 5 mm thick is achieved through two applications of thermoplastic, applied at an interval not less than 1 hour after 1st layer gets solidified. Thermoplastic marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactureers instructions, complete all as specified and directed
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