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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.7 LAccepted-Finance SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | L1 | Accepted-Finance Bidder quoted L1 rates | |
| 2 | L2₹99.8 L+₹14.1 L (16.5%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹100.0 L+₹14.3 L (16.7%)Rejected-Finance | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹1.6 Cr+₹73.1 L (85.3%)Rejected-Finance | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | Rejected-Technical | - | Rejected-Technical Non Submission of Short Fall Documents. |
| Sl No | Description | Qty | Unit | Sunshine Ventures L3 | MOHANLAL MATHRANI CONS. PVT. LTD. L4 | Ganesh Enterprises L1 | PAVEWAY CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|
| 1.00IMPORTANT NOTES : (i) Contractor are requested to note that IRI Value test (Road Roughness) as mentioned in Schedule 'A' Notes on Ser. Page No. 19 of Tender documents against Phase-I will be carried out before execution and after completion of BM / DAC / SDAC. (ii) The quoted rates for the IRI value test is deemed to be included against the relevant BOQ items for BM / DAC / SDAC. (iii) No extra cost / amount will be admissible on this account. | |||||||
| 2.00 | M&L for repairs to pot holes of any depth not exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by applying tack coat with bituminous primer (grade VG-10) @ 5 kg per 10Sqm putting in and providing premixed bitumimous macadam, not exceeding 30mm thick (consolidated thickness) with 5.0% binder content of bitumen (grade VG-30) by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete depth of pot holes not exc. 30mm all as specified and directed by Engr-in-charge.
(NOTE : Quantity of bitumen shall be provided as per design mix approved by GE.) | 1 | PER TEN SQM | 1,000 ₹1,000 | 2,000 ₹2,000 | 1,000 ₹1,000 | 500 ₹500 Lowest |
| 3.00 | Preparing of old black top 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 tack coat of paving bitumen (VG-10) @ 2.5 Kg per ten square metre complete all as specified and directed. | 3,027 | PER TEN SQM | 150 ₹4,54,050 Lowest | 242 ₹7,32,534 | 150 ₹4,54,050 Lowest | 220 ₹6,65,940 |
| 4.00 | Providing Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with minimum 5% binder content by weight of total mix, using paving bitumen (VG -30), rolled and compacted to required camber and gradient complete all as specified and directed.
Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of BM shall be carried out uniformly by using automatic type sensor paver.
(ii) The design mix for BM considering bitumen content as specified shall be carried out from any one of the Institution as specified in particulars specifications & cost thereof shall be deemed to be included in quoted rate.
(iii) Work shall be executed as per design mix as approved by GE.
(iv) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government.
(v) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No. | 3,107 | PER TEN SQM | 2,690 ₹83,57,830 | 3,960 ₹1,23,03,720 | 2,100 ₹65,24,700 Lowest | 2,450 ₹76,12,150 |
| 5.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, not exc 50mm deep and removing scarified material to a distance not exc. 50 mtr complete all as specified and directed. | 80 | PER TEN SQM | 50 ₹4,000 | 117 ₹9,360 | 10 ₹800 Lowest | 12 ₹960 |
| 6.00 | Preparing of old scarified 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 tack coat of paving bitumen (VG-10) @ 7.5 Kg per ten square metre with mechanical sprayer operated by hot pressure mechanism complete all as specified and directed. | 80 | PER TEN SQM | 200 ₹16,000 | 750 ₹60,000 | 150 ₹12,000 Lowest | 255 ₹20,400 |
| 7.00 | Providing Premix bituminous macadam laid/rolled and compacted to required gradient and camber consolidated thickness 75mm with 4.0% paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradient & camber using 8 to 12 tonne power roller complete all as specified and directed. | 40 | CUM | 3,000 ₹1,20,000 Lowest | 10,900 ₹4,36,000 | 5,400 ₹2,16,000 | 5,000 ₹2,00,000 |
| 8.00 | Supply and fixing in repair 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. | 2,122 | EACH | 180 ₹3,81,960 | 350 ₹7,42,700 | 160 ₹3,39,520 Lowest | 170 ₹3,60,740 |
| 9.00 | S & F in repair retro reflective sign board of size 120cm x 90cm or 90cm x 120cm (not exc. 12 Sqft), rectangular or pentagonal shape, fixed both sides on board made of aluminium composite panel (ACP) sheet of 3mm thick fixed on SS-304 series hollow tubular section, 38mm dia of 2mm thick on 20mm square tube of 1.25mm thick SS-304 (not exc. 600mm C/C) to be fixed on both ways to support the ACP board. The board shall be sheated with high intensity retro reflective sheet of blue colour or of any colour as approved by GE, the letters shall be computerised designed writing letter / figures in (Block, Roman, Italic style or in Indian languages where required) / index hands (natural size) / arrows / stops / Commas / short lines / dashes / hyphens bracket, holograms etc where necessary shall be made high intensity reflective sheet with in white colour letter, shape and sizes as required and approved by GE. The sign board to be supported on 2 (Two) post of 60mm dia and 2.5 mm to 3.0mm thick SS-304 series, exc. 3m and not exc. 4m in height with round moulded design cap on top. Pipes of the boards to be fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) in post holes of size 45cm x 45cm x 75cm depth (post holes and concrete included in quoted rates) including removing of unserviceable sign board of any type and description from site complete all as specified and directed. | 45 | EACH JOB | 4,310 ₹1,93,950 Lowest | 20,000 ₹9,00,000 | 12,000 ₹5,40,000 | 13,500 ₹6,07,500 |
| 10.00 | S&F in repairs un-breakable traffic convex mirror of 40 inch dia fixed over and including 50mm bore S304 pipe of length 1500mm incl embedding in PCC 1:4:8 of size (0.45 x 0.45 x 0.50 m) type B-1 including necessary excavation, removal of soil incl removing of old unserviceable trafffic mirror of any type and size and removing from site complete all as specified and as directed.
NOTE : The sample and make of Convex mirror are to be approved by GE as per the ground requirement, before procurement by Contractor. | 20 | EACH | 2,800 ₹56,000 Lowest | 6,000 ₹1,20,000 | 4,000 ₹80,000 | 3,200 ₹64,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
24 Jul 2026, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE - 411001
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85974 SPECIAL REPAIRS TO STAVELY ROAD, CARRIAPPA ENCLAVE, LAWRENCE ROAD UNDER GE (SOUTH) PUNE.
2026_MES_773490_1
85974 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
90 days
GE (SOUTH) PUNE
As per Tender Documents
8 documents required · 8 mandatory
₹1,000
GE (SOUTH)
₹2.2 L
Yes
8 Oct 2026
19 Jun 2026
29 Jul 2026
19 Jun 2026
24 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | IMPORTANT NOTES :
(i) Contractor are requested to note that IRI Value test (Road Roughness) as mentioned in Schedule 'A' Notes on Ser. Page No. 19 of Tender documents against Phase-I will be carried out before execution and after completion of BM / DAC / SDAC.
(ii) The quoted rates for the IRI value test is deemed to be included against the relevant BOQ items for BM / DAC / SDAC.
(iii) No extra cost / amount will be admissible on this account. | - | - | - | - |
| - | M&L for repairs to pot holes of any depth not exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by applying tack coat with bituminous primer (grade VG-10) @ 5 kg per 10Sqm putting in and providing premixed bitumimous macadam, not exceeding 30mm thick (consolidated thickness) with 5.0% binder content of bitumen (grade VG-30) by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete depth of pot holes not exc. 30mm all as specified and directed by Engr-in-charge.
(NOTE : Quantity of bitumen shall be provided as per design mix approved by GE.) | 1 | PER TEN SQM | - | - |
| - | Preparing of old black top 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 tack coat of paving bitumen (VG-10) @ 2.5 Kg per ten square metre complete all as specified and directed. | 3,027 | PER TEN SQM | - | - |
| - | Providing Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with minimum 5% binder content by weight of total mix, using paving bitumen (VG -30), rolled and compacted to required camber and gradient complete all as specified and directed.
Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of BM shall be carried out uniformly by using automatic type sensor paver.
(ii) The design mix for BM considering bitumen content as specified shall be carried out from any one of the Institution as specified in particulars specifications & cost thereof shall be deemed to be included in quoted rate.
(iii) Work shall be executed as per design mix as approved by GE.
(iv) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government.
(v) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No. | 3,107 | PER TEN SQM | - | - |
| - | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, not exc 50mm deep and removing scarified material to a distance not exc. 50 mtr complete all as specified and directed. | 80 | PER TEN SQM | - | - |
| - | Preparing of old scarified 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 tack coat of paving bitumen (VG-10) @ 7.5 Kg per ten square metre with mechanical sprayer operated by hot pressure mechanism complete all as specified and directed. | 80 | PER TEN SQM | - | - |
| - | Providing Premix bituminous macadam laid/rolled and compacted to required gradient and camber consolidated thickness 75mm with 4.0% paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradient & camber using 8 to 12 tonne power roller complete all as specified and directed. | 40 | CUM | - | - |
| - | Supply and fixing in repair 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. | 2,122 | EACH | - | - |
| - | S & F in repair retro reflective sign board of size 120cm x 90cm or 90cm x 120cm (not exc. 12 Sqft), rectangular or pentagonal shape, fixed both sides on board made of aluminium composite panel (ACP) sheet of 3mm thick fixed on SS-304 series hollow tubular section, 38mm dia of 2mm thick on 20mm square tube of 1.25mm thick SS-304 (not exc. 600mm C/C) to be fixed on both ways to support the ACP board. The board shall be sheated with high intensity retro reflective sheet of blue colour or of any colour as approved by GE, the letters shall be computerised designed writing letter / figures in (Block, Roman, Italic style or in Indian languages where required) / index hands (natural size) / arrows / stops / Commas / short lines / dashes / hyphens bracket, holograms etc where necessary shall be made high intensity reflective sheet with in white colour letter, shape and sizes as required and approved by GE. The sign board to be supported on 2 (Two) post of 60mm dia and 2.5 mm to 3.0mm thick SS-304 series, exc. 3m and not exc. 4m in height with round moulded design cap on top. Pipes of the boards to be fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) in post holes of size 45cm x 45cm x 75cm depth (post holes and concrete included in quoted rates) including removing of unserviceable sign board of any type and description from site complete all as specified and directed. | 45 | EACH JOB | - | - |
| - | S&F in repairs un-breakable traffic convex mirror of 40 inch dia fixed over and including 50mm bore S304 pipe of length 1500mm incl embedding in PCC 1:4:8 of size (0.45 x 0.45 x 0.50 m) type B-1 including necessary excavation, removal of soil incl removing of old unserviceable trafffic mirror of any type and size and removing from site complete all as specified and as directed.
NOTE : The sample and make of Convex mirror are to be approved by GE as per the ground requirement, before procurement by Contractor. | 20 | EACH | - | - |
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