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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹45.5 L+₹3.7 L (8.85%)Rejected-Finance COLLEGE ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | L2 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 3 | L3₹46.3 L+₹4.5 L (10.9%)Rejected-Finance 01 CHANGSARI KAMRUP ASSAM 781101 | KAMRUP | ASSAM | 781101 | L3 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 4 | Rejected-Technical PO PS BANDERDEVA DIST PAPUM PARE ARUNACHAL PRADESH PIN 791123 | PAPUM PARE | ARUNACHAL PRADESH | 791123 | - | Rejected-Technical REJECT DUE TO ESIC NOT SUBMITTED | |
| 5 | Rejected-Technical 1389 RADHETENAMENT SOCIETY SARDAR ROAD SURENDRANAGAR SURENDRA NAGAR GUJARAT 363001 | SURENDRANAGAR | GUJARAT | 363001 | - | Rejected-Technical REJECT DUE TO ESIC NOT SUBMITED |
| Sl No | Description | Qty | Unit | M/s PRABIR ENTERPRISE L2 | M/S A K BROTHERS L1 | M/S A K ENTERPRISE L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15cm deep in soft/loose soil all as specified and directed. | 1,800 | Sqm | 25 ₹45,000 | 15 ₹27,000 Lowest | 17 ₹30,600 |
| 2.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m depth, for foundation, etc. or for shafts, wells, cesspits, manholes, etc. n exc 10 Sqm on plan and n ecx 1.5 m in depth and getting out soft/losse soil all as specified and directed. | 162 | Cum | 324 ₹52,488 | 300 ₹48,600 Lowest | 330 ₹53,460 |
| 3.00 | Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm all as specified and directed. | 20 | Cum | 215 ₹4,300 | 200 ₹4,000 Lowest | 219 ₹4,380 |
| 4.00 | Removing excavated material nexc 50 mtr and deposinting where directed at a level nexc 1.5m above the starting points all as specified and directed. | 142 | Cum | 161 ₹22,862 | 150 ₹21,300 Lowest | 164 ₹23,288 |
| 5.00 | M&L for hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface using broken stone/boulders all as specified and directed. | 135 | Cum | 3,260 ₹4,40,100 | 3,000 ₹4,05,000 Lowest | 3,328 ₹4,49,280 |
| 6.00 | M&L for 75mm thick PCC 1:3:6 type C2 (Using 40mm stone aggregate) as in sub base of flooring/hardstanding all as specified and directed. | 900 | Sqm | 542 ₹4,87,800 | 500 ₹4,50,000 Lowest | 553 ₹4,97,700 |
| 7.00 | M&L for cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in coping finished fair and even incl necessary form work complete all as specified and directed. | 10.35 | Cum | 8,695 ₹89,993.25 | 8,000 ₹82,800 Lowest | 8,878 ₹91,887.3 |
| 8.00 | Material and labour for machine pressed precast concrete interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment laid over 50mm thick sand cushioning complete all as specified and as directed. (Sand cushining shall be measured and paid separately) | 900 | SQM | 1,412 ₹12,70,800 | 1,300 ₹11,70,000 Lowest | 1,441 ₹12,96,900 |
| 9.00 | Supply only sand for cushioning under interlocking tiles complete all as specified and as directed. | 45 | CUM | 542 ₹24,390 | 500 ₹22,500 Lowest | 553 ₹24,885 |
| 10.00 | M&L for PCC 1:4:8 type D2 (Using 40mm stone aggregate) as in foundation filling and mass concrete all as specified and directed. | 54 | Cum | 7,609 ₹4,10,886 | 7,000 ₹3,78,000 Lowest | 7,769 ₹4,19,526 |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
28 Jul 2025, 6:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEERS DINJAN
PROVN OF FOOTPATH ALONG PERIMETER FENCING FOR MOVEMENT OF QRT AT DINJAN MIL STN UNDER GE DINJAN
2025_MES_717843_1
84468/E8
Open Tender
Civil Works
Item Rate
180 days
GE DINJAN
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹500
GE DINJAN
₹79,000
Yes
24 Sept 2025
1 Jul 2025
4 Aug 2025
1 Jul 2025
28 Jul 2025
15 Jul 2025
Amount
Surface dressing not exceeding 15cm deep in soft/loose soil all as specified and directed.
Excavation in trenches n exc 1.5m wide and n exc 1.5m depth, for foundation, etc. or for shafts, wells, cesspits, manholes, etc. n exc 10 Sqm on plan and n ecx 1.5 m in depth and getting out soft/losse soil all as specified and directed.
Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm all as specified and directed.
Removing excavated material nexc 50 mtr and deposinting where directed at a level nexc 1.5m above the starting points all as specified and directed.
M&L for hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface using broken stone/boulders all as specified and directed.
M&L for 75mm thick PCC 1:3:6 type C2 (Using 40mm stone aggregate) as in sub base of flooring/hardstanding all as specified and directed.
M&L for cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in coping finished fair and even incl necessary form work complete all as specified and directed.
Material and labour for machine pressed precast concrete interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment laid over 50mm thick sand cushioning complete all as specified and as directed. (Sand cushining shall be measured and paid separately)
Supply only sand for cushioning under interlocking tiles complete all as specified and as directed.
M&L for PCC 1:4:8 type D2 (Using 40mm stone aggregate) as in foundation filling and mass concrete all as specified and directed.
M&L brick work with fly ash bricks straight or curved on plan built in cement mortar 1:4 in half brick thick wall complete all as specified and as directed.
M&L for rendering in CM 1:6 on fair faces of brick concrete surfaces 10mm thick and finished even and fair all as specified and directed.
M&L for applying three coats of white wash on newly plastered surfaces incl preparation of surfaces complete all as specified and directed.
M&L bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including all costs such as royalty if any transportation taxes etc. for area filling / forming including raising earth spreading in layers not exc 30 cm thick each layer, watering, compaction with 8 tonne to 12 tonne power roller and finished to required size and shape etc, any high / depth from EGL. Notes:- (i) Earth required for the item shall be supplied by contractor out side MOD land of any lead at his own arrangement. (ii) All cost of procurement of earth including cost of transportation, compaction, royalties, tax etc. shall be deemed to be included in the unit rate quoted by the contractor. (iii) with reference to clause 3.6 of MES schedule Part-II on serial page no- 21 it is clarified that measurement of the above item shall be finished embankment/ traverse of filled earth after consilidation/ copmaction and 5% deduction shall be made from measured and calculeted volume to allow for increase in bulk. (iv) Total quantity/ partial of earth may not be available in Dinjan area. The contractor shall bring the earth outside area it is advised to quoted the rate considering availability of soil and its lead involved. In this regards contractors are requested to visit the site and ensure the land available outside MOD alonwith lead involved.
M/s PRABIR ENTERPRISE (BID ID -3364234)
M/S A K ENTERPRISE (BID ID -3365686)
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