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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-AOC S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L1 | Accepted-AOC Bidder quoted L1 rates | |
| 2 | L2₹65.9 L+₹99,117.10 (1.53%)Rejected-Finance | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹72.7 L+₹7.8 L (12.0%)Rejected-Finance | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹75.8 L+₹10.9 L (16.8%)Rejected-Finance | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | L5₹90.4 L+₹25.5 L (39.3%)Rejected-Finance AADARSH RESIDENCY LANE 06 PAWAR COLONY NEAR PMC SCHOOL VITTHAL NAGAR S NO 15 HADAPSAR PUNE | L5 | Rejected-Finance Bidder not quoted L1 rates |
| Sl No | Description | Qty | Unit | MOHANLAL MATHRANI CONS. PVT. LTD. L2 | Aadarsh Bharat Enviro Pvt Ltd L5 | agarwal and company L6 | Sunshine Ventures L3 | M/s.C.D.Rathod L7 | Sky Vision Construction L4 | PAVEWAY CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for surface dressing not exc 15cm deep in soft / loose soil, incl removing of shrubs, grass vegitation etc complete all as specified and directed. | 4,028.4 | SQM | 18 ₹72,511.2 | 8 ₹32,227.2 Lowest | 100 ₹4,02,840 | 40 ₹1,61,136 | 20 ₹80,568 | 35 ₹1,40,994 | 12 ₹48,340.8 |
| 2.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and not exc 50 mm deep and removing the scarified material to a distance not exc 50m complete all as specified and directed. | 534.46 | PER TEN SQM | 54 ₹28,860.84 | 40 ₹21,378.4 | 300 ₹1,60,338 | 120 ₹64,135.2 | 50 ₹26,723 | 222 ₹1,18,650.12 | 18 ₹9,620.28 Lowest |
| 3.00 | M&L for 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH 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 80-100KN 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 complete all as specified and directed. | 115.5 | PER TEN SQM | 1,143 ₹1,32,016.5 | 2,200 ₹2,54,100 | 1,800 ₹2,07,900 | 1,600 ₹1,84,800 | 1,000 ₹1,15,500 Lowest | 2,555 ₹2,95,102.5 | 1,100 ₹1,27,050 |
| 4.00 | M&L for preparing the black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finnally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer grade VG-10 at 7.5 Kg per 10 sqm etc complete all as specified and as directed. | 649.96 | PER TEN SQM | 306 ₹1,98,887.76 | 290 ₹1,88,488.4 | 700 ₹4,54,972 | 180 ₹1,16,992.8 Lowest | 400 ₹2,59,984 | 455 ₹2,95,731.8 | 240 ₹1,55,990.4 |
| 5.00 | M&L for providing and laying 75mm or less thickness (consolidated thickness) premixed bituminous macadam (design mix) with crushed and graded coarse stone aggregate filler (cement) and sand (fine aggregate) mixed with 4% binder content (using paving bitumen VG-30 grade by weight of total mix) mixing bituminous macadam in the hot mix mechanical plant and laid with mechanical paver complete rolled with 8 to 12 tonne power roller to required camber and gradient complete all as specified and as directed.
(NOTE : 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. The quantity of bitumen shall be provided as per design mix approved by GE) | 330.32 | CUM | 5,004 ₹16,52,921.28 | 7,000 ₹23,12,240 | 7,000 ₹23,12,240 | 5,500 ₹18,16,760 | 8,700 ₹28,73,784 | 3,555 ₹11,74,287.6 Lowest | 3,750 ₹12,38,700 |
| 6.00 | M&L for preparation of black top surfaces by brushing with wire brushes for removing caked mud, existing layer of thermoplast paint etc, sweeping with brooms and finnally fanning the cleaned surfaces with gunny bags and compressor to remove all loose dirt etc and applying a priming/tack coat using paving bituminous primer (VG-10 grade) @ 2.5 Kg per 10 sqm by using mechanical sprayer operated by hot pressure mechanism etc. complete all as specified and as directed. | 1,623 | PER TEN SQM | 108 ₹1,75,284 | 160 ₹2,59,680 | 500 ₹8,11,500 | 165 ₹2,67,795 | 40 ₹64,920 Lowest | 255 ₹4,13,865 | 150 ₹2,43,450 |
| 7.00 | M&L for providing and laying bituminous premix Semi Dense Asphaltic Concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix (i.e. bitumin 46.552 Kg per 10 Sqm and waste plastic as recommended 4.048 Kg per 10Sqm and bituminous binder if grade VG-30 as per IRC SP 98 2013. Premixed bituminous carpet 30mm thick SDAC graded composed of 12mm size aggregate @ 0.243 Cum per 10Sqm, 6mm size aggregate @ 0.216 Cum per 10 Sqm and stone dust 0.081 Cum per 10Sqm, preheating aggregates to the required temperature and mixing with 4.048 Kg (8% of binder content) shreded plastic (processed plastic having shall be used for coating aggregate after heating ) and finally mixing with bituminous binder @ 46.552 per 10 Sqm i.e. 92% standered bitumen and complete all as IRC SP 98 2013, laying and rolling by power roller 8 to 12 tonne and compacted for required camber and gradient complete all as specified and directed by EIC.
(Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of SDAC shall be carried out uniformly by using automatic type sensor paver.
(ii) Quantity of the Bitumen shall be provided as per design-mix approved by GE.
(iii) Design mix for SDAC considering bitumen content as specified shall be carried out by Contractor from any one of the institution as specified in Particulars Specifications.
(iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.) | 1,623 | PER TEN SQM | 2,007 ₹32,57,361 Lowest | 3,000 ₹48,69,000 | 3,000 ₹48,69,000 | 2,350 ₹38,14,050 | 3,950 ₹64,10,850 | 2,555 ₹41,46,765 | 2,350 ₹38,14,050 |
| 8.00 | M&L for moorum or red bajari (spread thickness 100mm thick) as in berms spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specifed and directed. | 402.84 | PER TEN SQM | 650 ₹2,61,846 | 650 ₹2,61,846 | 900 ₹3,62,556 | 350 ₹1,40,994 Lowest | 600 ₹2,41,704 | 655 ₹2,63,860.2 | 500 ₹2,01,420 |
| 9.00 | M&L for applying thermoplastic paint 2.5mm thick for making lines, dashes, arrows, letters etc exceeding 10cm wide on bituminous surfaces, with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per Sqm area confirming to MORTH & BIS specification, not less than 2.5 mm thick of white/golden/ yellow as approved colour/ shade and applied with machine, as per manufacturer's instructions including preparation of surface i.e. cleaning of surface by removing all dust, dirt oil grease etc complete all as specified and directed by Engineer-in-charge. | 801 | SQM | 450 ₹3,60,450 | 550 ₹4,40,550 | 500 ₹4,00,500 | 450 ₹3,60,450 | 450 ₹3,60,450 | 375 ₹3,00,375 Lowest | 400 ₹3,20,400 |
| 10.00 | S&F 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 including MS stud of suitable size as per manufacturer's instructions including taking out old unserviceable Cat Eyes of any description complete all as specified and as directed. | 606 | EACH | 300 ₹1,81,800 | 250 ₹1,51,500 | 350 ₹2,12,100 | 280 ₹1,69,680 | 140 ₹84,840 Lowest | 325 ₹1,96,950 | 200 ₹1,21,200 |
Tender Value
₹95.5 L
EMD Value
₹1.7 L
Closing Date
27 Jun 2025, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
81801 SPECIAL REPAIRS TO ROAD FROM PASHAN GATE TO OLD LONG RANGE AT NDA UNDER GE (NDA) KHADAKWASLA
2025_MES_709957_1
81801 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
90 days
GE (NDA) KHADAKWASLA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
GE (NDA) Khadakwasla
₹1.7 L
Yes
14 Aug 2025
23 May 2025
4 Jul 2025
23 May 2025
27 Jun 2025
13 Jun 2025
Amount
M & L for surface dressing not exc 15cm deep in soft / loose soil, incl removing of shrubs, grass vegitation etc complete all as specified and directed.
Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and not exc 50 mm deep and removing the scarified material to a distance not exc 50m complete all as specified and directed.
M&L for 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH 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 80-100KN 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 complete all as specified and directed.
M&L for preparing the black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finnally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer grade VG-10 at 7.5 Kg per 10 sqm etc complete all as specified and as directed.
M&L for providing and laying 75mm or less thickness (consolidated thickness) premixed bituminous macadam (design mix) with crushed and graded coarse stone aggregate filler (cement) and sand (fine aggregate) mixed with 4% binder content (using paving bitumen VG-30 grade by weight of total mix) mixing bituminous macadam in the hot mix mechanical plant and laid with mechanical paver complete rolled with 8 to 12 tonne power roller to required camber and gradient complete all as specified and as directed. (NOTE : 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. The quantity of bitumen shall be provided as per design mix approved by GE)
M&L for preparation of black top surfaces by brushing with wire brushes for removing caked mud, existing layer of thermoplast paint etc, sweeping with brooms and finnally fanning the cleaned surfaces with gunny bags and compressor to remove all loose dirt etc and applying a priming/tack coat using paving bituminous primer (VG-10 grade) @ 2.5 Kg per 10 sqm by using mechanical sprayer operated by hot pressure mechanism etc. complete all as specified and as directed.
M&L for providing and laying bituminous premix Semi Dense Asphaltic Concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix (i.e. bitumin 46.552 Kg per 10 Sqm and waste plastic as recommended 4.048 Kg per 10Sqm and bituminous binder if grade VG-30 as per IRC SP 98 2013. Premixed bituminous carpet 30mm thick SDAC graded composed of 12mm size aggregate @ 0.243 Cum per 10Sqm, 6mm size aggregate @ 0.216 Cum per 10 Sqm and stone dust 0.081 Cum per 10Sqm, preheating aggregates to the required temperature and mixing with 4.048 Kg (8% of binder content) shreded plastic (processed plastic having shall be used for coating aggregate after heating ) and finally mixing with bituminous binder @ 46.552 per 10 Sqm i.e. 92% standered bitumen and complete all as IRC SP 98 2013, laying and rolling by power roller 8 to 12 tonne and compacted for required camber and gradient complete all as specified and directed by EIC. (Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of SDAC shall be carried out uniformly by using automatic type sensor paver. (ii) Quantity of the Bitumen shall be provided as per design-mix approved by GE. (iii) Design mix for SDAC considering bitumen content as specified shall be carried out by Contractor from any one of the institution as specified in Particulars Specifications. (iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.)
M&L for moorum or red bajari (spread thickness 100mm thick) as in berms spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specifed and directed.
M&L for applying thermoplastic paint 2.5mm thick for making lines, dashes, arrows, letters etc exceeding 10cm wide on bituminous surfaces, with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per Sqm area confirming to MORTH & BIS specification, not less than 2.5 mm thick of white/golden/ yellow as approved colour/ shade and applied with machine, as per manufacturer's instructions including preparation of surface i.e. cleaning of surface by removing all dust, dirt oil grease etc complete all as specified and directed by Engineer-in-charge.
S&F 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 including MS stud of suitable size as per manufacturer's instructions including taking out old unserviceable Cat Eyes of any description complete all as specified and as directed.
S & F in repairs Vertical roadway retro reflective type delinator, one sided white and red, 1/CTN all weather visibility -2 Part constructed of highly engineered plastic that employs highest grade type 11 sheeting high impact strength, robust and light weight elegent eliptical shape, etc to be fixed in PCC 1:2:4 (300 mm X 300mm X 300 mm) type B1 (using 20 mm graded stone aggregate) necessary excavation and earthwork including taking out old unserviceable delinators of any description complete all as specified and as directed.
S&F in repair solar stud of width 122.5mm, length 132.5mm, height with stump 55mm, stump dia 26mm electronically operated with solar cell LED PCS, Ni-Cd 1400AH Battery with aluminium main frame bottom frame alluminium, reflective in two opposite direction and fixed in road surface as per manufacturer's instructions including taking out old studs of any description complete all as specified and directed by EIC.
S&F in repairs unbreakable traffic convex mirror of 40 Inch dia fixed over & including 50mm bore SS pipe of length 2000mm including embedding in PCC 1:2:4 (150mm x 150mm x 300mm) type B1 including necessary excavation & earth work complete all as specified and directed. (NOTE : Sample / Make of convex mirror shall be got approved by Contractor from GE prior execution of Item.)
MOHANLAL MATHRANI CONS. PVT. LTD. (BID ID -3323574)
Sunshine Ventures (BID ID -3338829)
Sky Vision Construction (BID ID -3338809)
Aadarsh Bharat Enviro Pvt Ltd (BID ID -3324299)
agarwal and company (BID ID -3330661)
M/s.C.D.Rathod (BID ID -3330277)
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