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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹32.6 L+₹53,293.48 (1.66%)Rejected-AOC NO 07 MOOGAMBIKAI AVENUE BEHIND HOINA HOSTEL KANNADAPALAYAM THIRUNINRAVUR CHENNAI 602 024 | CHENNAI | THIRUVALLUR | TAMIL NADU | 602024 | L2 | Rejected-AOC L1 being accepted | |
| 3 | L3₹32.7 L+₹68,627.82 (2.14%)Rejected-AOC 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L3 | Rejected-AOC L1 being accepted | |
| 4 | L4₹34.5 L+₹2.5 L (7.66%)Rejected-AOC NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM 603 102 KANCHEEPURAM DIST | KALPAKKAM | KANCHEEPURAM | TAMIL NADU | 603102 | L4 | Rejected-AOC L1 being accepted | |
| 5 | L5₹36.8 L+₹4.8 L (14.9%)Rejected-AOC NO 03 45 NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM CHENGALPATTU DISTRICT 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | L5 | Rejected-AOC L1 being accepted |
| Sl No | Description | Qty | Unit | ACCITE L1 | Vijay Builders L3 | S VENKATESAN L4 | S Dilli L5 | ARR ENTERPRISES L6 | SAI SRI HARSHA ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A'(ROAD WORKS) | |||||||||
| 2.00 | Excavation over areas not exc 1.5 m deep and getting out in Soft/Loose Soil soil complete all as specified and as directed. | 630 | Cum | 150 ₹94,500 | 225 ₹1,41,750 | 200 ₹1,26,000 | 100 ₹63,000 Lowest | 290 ₹1,82,700 | 199 ₹1,25,370 |
| 3.00 | Excavation in trenches in hard/dense soil not exceeding 1.5 meter wide and not exceeding 1.5M in depth for laying of cables/pole and getting out of excavated material complete all as specified and directed. | 68.52 | Cum | 200 ₹13,704 | 225 ₹15,417 | 200 ₹13,704 | 120 ₹8,222.4 Lowest | 350 ₹23,982 | 249 ₹17,061.48 |
| 4.00 | Material and Labour for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. | 37.25 | Cum | 3,500 ₹1,30,375 Lowest | 5,499 ₹2,04,837.75 | 4,000 ₹1,49,000 | 4,800 ₹1,78,800 | 6,500 ₹2,42,125 | 6,499 ₹2,42,087.75 |
| 5.00 | Removal of excavated soil to a distance exc 250m but n.exc 500m and depositing where directed a level not exceeding 1.5m above starting point complete all as specified and as directed | 630 | Cum | 100 ₹63,000 | 207 ₹1,30,410 | 200 ₹1,26,000 | 75 ₹47,250 | 250 ₹1,57,500 | 49 ₹30,870 Lowest |
| 6.00 | Rolling and consolidation of formation surfaces in cutting with capacity 8 to 12 tonnes power roller complete all as specified and as directed. | 210 | 10 Sqm | 250 ₹52,500 | 90 ₹18,900 | 100 ₹21,000 | 140 ₹29,400 | 50 ₹10,500 | 49 ₹10,290 Lowest |
| 7.00 | Material and labour for soling with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for a spread thickness of 150 mm, complete all as specified and directed by Engineer-in-Charge. | 210 | 10 Sqm | 2,700 ₹5,67,000 | 2,259 ₹4,74,390 | 3,500 ₹7,35,000 | 1,200 ₹2,52,000 Lowest | 4,000 ₹8,40,000 | 3,999 ₹8,39,790 |
| 8.00 | M & L for Laying and compacting 75 mm thick (compacted
thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN
static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 all as specified and as directed. | 180 | 10 Sqm | 1,899 ₹3,41,820 | 1,449 ₹2,60,820 Lowest | 3,000 ₹5,40,000 | 3,500 ₹6,30,000 | 4,000 ₹7,20,000 | 2,799 ₹5,03,820 |
| 9.00 | Material and labour for Preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer@ 10 Kgs/10 Sqm, using paving bitumen complete all as specified and directed by Engineer-in-Charge. | 180 | 10 Sqm | 310 ₹55,800 | 549 ₹98,820 | 200 ₹36,000 Lowest | 250 ₹45,000 | 500 ₹90,000 | 279 ₹50,220 |
| 10.00 | Material and labour for Bituminous premix semi dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5 % binder content of paving bitumen by weight of total mix using VG-30 grade bitumen, rolled and compacted to required camber and gradient complete using mechanical paver and rolled using power roller 8 to 12 tonne capacity complete all as specified and directed.
Note : The contractor's quoted rates shall also be deemed to include the following element:
(i) In case of variation in the binder content as per approved design mix in comparison with the binder content as specified above, the variation in qty of binder content on lesser side shall be adjusted through supply only rate of Bitumen VG-30. | 180 | 10 Sqm | 3,000 ₹5,40,000 Lowest | 3,699 ₹6,65,820 | 3,100 ₹5,58,000 | 5,800 ₹10,44,000 | 4,200 ₹7,56,000 | 4,199 ₹7,55,820 |
Tender Value
₹40.4 L
EMD Value
₹80,800
Closing Date
10 Jul 2025, 6:00 pmClosed
CWE NAVY CHENNAI
Commander Works Engineers Navy Military Engineer Services Fort St George Rajaji Salai Chennai600 009
82659 PROVISION OF 500 MTR ROAD CONNECTIVITY AT 2N DET UNDER AGE(I) NAVY CHENNAI
2025_MES_714468_1
CWE/NAVY/CHN/82666/E8 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
Chennai
As per NIT
8 documents required · 8 mandatory
₹500
AGE I Navy Chennai
₹80,800
Yes
29 Aug 2025
13 Jun 2025
12 Jul 2025
13 Jun 2025
10 Jul 2025
27 Jun 2025
13 Jun 2025 - 20 Jun 2025
Amount
SCHEDULE 'A'(ROAD WORKS)
Excavation over areas not exc 1.5 m deep and getting out in Soft/Loose Soil soil complete all as specified and as directed.
Excavation in trenches in hard/dense soil not exceeding 1.5 meter wide and not exceeding 1.5M in depth for laying of cables/pole and getting out of excavated material complete all as specified and directed.
Material and Labour for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed.
Removal of excavated soil to a distance exc 250m but n.exc 500m and depositing where directed a level not exceeding 1.5m above starting point complete all as specified and as directed
Rolling and consolidation of formation surfaces in cutting with capacity 8 to 12 tonnes power roller complete all as specified and as directed.
Material and labour for soling with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for a spread thickness of 150 mm, complete all as specified and directed by Engineer-in-Charge.
M & L for Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 all as specified and as directed.
Material and labour for Preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer@ 10 Kgs/10 Sqm, using paving bitumen complete all as specified and directed by Engineer-in-Charge.
Material and labour for Bituminous premix semi dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5 % binder content of paving bitumen by weight of total mix using VG-30 grade bitumen, rolled and compacted to required camber and gradient complete using mechanical paver and rolled using power roller 8 to 12 tonne capacity complete all as specified and directed. Note : The contractor's quoted rates shall also be deemed to include the following element: (i) In case of variation in the binder content as per approved design mix in comparison with the binder content as specified above, the variation in qty of binder content on lesser side shall be adjusted through supply only rate of Bitumen VG-30.
M & L for Providing and Laying at or near ground level factory made kerb stone of M-25 grade cement concrete of size min thick 15 CM and width 30 CM in position to the required line, level and Curvature jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
Material and labour for 100 mm thick (spread thickness) moorum / red bajri, filling in roads, spread, rolled and consolidated to gradient and camber as required, complete all as specified and 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 by Engineer-in-Charge.
Supply and fix Speed breaker of size 420 mm width and of height 70-75 mm made out of strong weather-resistant hardened rubber capable to with stand weight of the vehicles comprises of segments of colour black/ yellow, length of one segment 490-500 mm and having 2 x 2 = 4 numbers glass reflective lenses suitable for fixing with 4 steel zinc plated 12 x 120 mm nails and type of fixing shall be as per manufacturers instructions complete all as specified and directed. (Make: GREENLITE, Cat Part No. GPL-07-55 or equivalent as mentioned in PS
M&L for 450mm bore pipe Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid on trenches etc complete all as specified and directed.
M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes with concrete after they are laid & tested in cement concrete (1:3:6) type C-2 bore of pipe 450 mm dia complete all as specified and as directed by the Engineer-in-Charge
M & L Brickwork with modular fly ash bricks,straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed by Engineer in Charge
M&L for Plain Cement Cement concrete type B0 1:2:4 (12.5 mm graded aggregate) in copings, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed (The rates include for use of formwork) complete all as specified and directed by Engineer in Charge
M & L 15mm thick rendering on fair faces of brick work or concrete surface in cm 1:4 to be finished even and fair without using extra cement complete all as specified and directed by Engineer in Charge
M&L for Preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed by Engineer in Charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in approved excavated soil, complete all as specified
Removal of excavated soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed
SAI SRI HARSHA ENTERPRISES (BID ID -3352544)
Vijay Builders (BID ID -3353155)
S VENKATESAN (BID ID -3353483)
S Dilli (BID ID -3353488)
ARR ENTERPRISES (BID ID -3339437)
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