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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹41.9 L+₹8.8 L (26.5%)Rejected-Finance | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹42.2 L+₹9.0 L (27.3%)Rejected-Finance 840 1B MADHUR VIHAR COLONY CIVIL LINES JHANSI UP 284 001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹46.0 L+₹12.8 L (38.6%)Rejected-Finance CIVIL LINE MATATILA ROAD TALBEHAT DISTT LALITPUR U P | TALBEHAT | LALITPUR | U P | L4 | Rejected-Finance Not lowest bidder | |
| 5 | L5₹52.8 L+₹19.7 L (59.3%)Rejected-Finance A 63 ELDECO COUNTY PHASE II RAJGARH JHANSI U P 284135 | JHANSI | JHANSI | UTTAR PRADESH | 284135 | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | HARNAM SINGH ANIL SINGH L4 | UNIVERSAL ENGG CO L1 | M/S Kumar Contractors L3 | ROHIT ENTERPRISES L5 | M/S S K AGARWAL L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and averaging 15 cm deeep and getting out out hard/ dense soil | 770 | Sqm | 20 ₹15,400 Lowest | 40 ₹30,800 | 40 ₹30,800 | 30 ₹23,100 | 40 ₹30,800 |
| 2.00 | Excavation over area n exc 1.5 mtr deep and getting out out hard/ dense soil | 700 | Cum | 100 ₹70,000 | 85 ₹59,500 Lowest | 170 ₹1,19,000 | 120 ₹84,000 | 100 ₹70,000 |
| 3.00 | Rolling and consolidating formation surfaces in cuttingonly with power roller 8-10 tone including filling in hollows and depression which occur during the process of of rolling complete as specified. | 240 | Ten Sqm | 400 ₹96,000 | 50 ₹12,000 | 200 ₹48,000 | 20 ₹4,800 Lowest | 200 ₹48,000 |
| 4.00 | Material & labour for 150mm thick (Spread thickness) soling with broken boulders or quarried stone 80mm to 40 mm size inter sticks filled surface formed rolled & consolidated with 8 to 10 tone power roller to required gradient & camber complete all as specified & directed. | 240 | Ten Sqm | 1,550 ₹3,72,000 | 1,480 ₹3,55,200 | 1,500 ₹3,60,000 | 1,800 ₹4,32,000 | 1,250 ₹3,00,000 Lowest |
| 5.00 | Material & labour 150 mm thick complete laid in two separate layer 75mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified & directed. | 260 | Ten Sqm | 1,400 ₹3,64,000 | 1,650 ₹4,29,000 | 1,500 ₹3,90,000 | 3,400 ₹8,84,000 | 950 ₹2,47,000 Lowest |
| 6.00 | M&L preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen complete all as specified and directed. | 240 | Ten Sqm | 400 ₹96,000 | 550 ₹1,32,000 | 200 ₹48,000 Lowest | 300 ₹72,000 | 440 ₹1,05,600 |
| 7.00 | M & L for Premix bituminous macadum having 4% bitumin by weight of total Mix using paving bitumin of V-30 grade laid /rolled and compacted to required gradient and camber (Consolidated thickness 75 mm) using vibratory power roller of 8-12 ton capacity complete all as specifede & directed. | 120 | Cum | 6,500 ₹7,80,000 | 3,800 ₹4,56,000 Lowest | 6,000 ₹7,20,000 | 7,300 ₹8,76,000 | 5,500 ₹6,60,000 |
| 8.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using paving bitumen VG-10 complete all as specified and directed. | 480 | Ten Sqm | 250 ₹1,20,000 Lowest | 250 ₹1,20,000 Lowest | 250 ₹1,20,000 Lowest | 300 ₹1,44,000 | 280 ₹1,34,400 |
| 9.00 | Material & labour for Bituminous premix asphatic semi dense concrete 40 mm consolidaed thickness with 5.5 % binder content by weight of total mix, rolled and compacted with 8-12 power road roller to required camber and gradient complete all as specified & directed. | 480 | Ten Sqm | 2,300 ₹11,04,000 | 1,850 ₹8,88,000 Lowest | 2,800 ₹13,44,000 | 3,300 ₹15,84,000 | 2,200 ₹10,56,000 |
| 10.00 | Stone kerb of roughly squared stones of size 15cm x 30cm x 450 all surface hammmer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush. | 1,042 | RM | 850 ₹8,85,700 | 250 ₹2,60,500 Lowest | 400 ₹4,16,800 | 450 ₹4,68,900 | 300 ₹3,12,600 |
Tender Value
₹61 L
EMD Value
₹1.2 L
Closing Date
27 Sept 2025, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
PROVN OF BLACK TOP ROAD NEAR BLDG NO P-93 NEW SA LINE AND SPL REAPIR TO WIDENING OF INTERNAL ROAD FROM MAIN GATE TO JCOS MESS OF 94 (I) RECCE UNDER AGE BR-II AT GE JHANSI
2025_MES_727525_1
CWE/JHA/J/TOKEN/32 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
JHANSI
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE JHANSI
₹1.2 L
Yes
15 Oct 2025
23 Aug 2025
29 Sept 2025
23 Aug 2025
27 Sept 2025
13 Sept 2025
Amount
Surface excavation n exc 30 cm deep and averaging 15 cm deeep and getting out out hard/ dense soil
Excavation over area n exc 1.5 mtr deep and getting out out hard/ dense soil
Rolling and consolidating formation surfaces in cuttingonly with power roller 8-10 tone including filling in hollows and depression which occur during the process of of rolling complete as specified.
Material & labour for 150mm thick (Spread thickness) soling with broken boulders or quarried stone 80mm to 40 mm size inter sticks filled surface formed rolled & consolidated with 8 to 10 tone power roller to required gradient & camber complete all as specified & directed.
Material & labour 150 mm thick complete laid in two separate layer 75mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified & directed.
M&L preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen complete all as specified and directed.
M & L for Premix bituminous macadum having 4% bitumin by weight of total Mix using paving bitumin of V-30 grade laid /rolled and compacted to required gradient and camber (Consolidated thickness 75 mm) using vibratory power roller of 8-12 ton capacity complete all as specifede & directed.
M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny gags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using paving bitumen VG-10 complete all as specified and directed.
Material & labour for Bituminous premix asphatic semi dense concrete 40 mm consolidaed thickness with 5.5 % binder content by weight of total mix, rolled and compacted with 8-12 power road roller to required camber and gradient complete all as specified & directed.
Stone kerb of roughly squared stones of size 15cm x 30cm x 450 all surface hammmer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 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.
S&F Birla 3M CAT EYE (Road stud) made of poly-carbonate moulded body with electronically welded prismatic retrolange on both sides for maximum retro reflection in wet and dry condition to be fixed with 3M bituminous adhesive BT-69 complete all as specified and directed.
S&F in repair solar stud (Cat eye) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and directed.
Material & labour 100mm thick (Spread thickness) soling with broken boulders or quarried stone 80mm to 40 mm size inter sticks filled surface formed rolled & consolidated with 8 to 10 tone power roller to required gradient & camber complete all as specified & directed.
M&L for 150-200 mm thick cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed.
Material & labour Factory made pre-cast cement concrete 1:2:4, type B-1 using 20 mm graded crushed stone aggregate solid blocks size (450x300 and thickness 150 mm at bottom and chamfered to 100m at top as in kerb stone set and jointed in CM 1:4 including excavation and earth work, removal of surplus soil uptp 50 m or removing from site etc including demolition/ dismantling of cement concrete/concrete blocks/kerb stones etc of any description in ground floors complete all as specified and directed.
M&L for preparation of newly concrete wall surfaces of any description, not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of priming paint plaster coat complete all as specified and directed.
M&L for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed, bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush, complete all as specified and directed.
M&L for edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide, and 450mm deep and sides dressed, bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush, complete all as specified and directed.
M/S S K AGARWAL (BID ID -3430888)
M/S Kumar Contractors (BID ID -3436476)
HARNAM SINGH ANIL SINGH (BID ID -3430740)
ROHIT ENTERPRISES (BID ID -3437131)
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