Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.4 CrAccepted-AOC H NO 1395 SECTOR 21 PANCHKULA 134112 HARYANA | PANCHKULA | HARYANA | 134112 | ₹2.4 Cr | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹2.4 Cr+₹1.2 L (0.49%)Rejected-AOC ASTBAL MOHALLA BANASAR BAGH ROAD PATIALA GATE SANGRUR 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | ₹2.4 Cr+₹1.2 L (0.49%) | L-2 | Rejected-AOC Other than L-1 |
| 3 | L-3₹2.5 Cr+₹2.7 L (1.11%)Rejected-AOC | ₹2.5 Cr+₹2.7 L (1.11%) | L-3 | Rejected-AOC Other than L-1 |
| 4 | L-4₹2.5 Cr+₹3.0 L (1.21%)Rejected-AOC 112 SHIV NAGAR II MURALIPURA SIKAR ROAD JAIPUR RJ | JAIPUR | RAJASTHAN | 302001 | ₹2.5 Cr+₹3.0 L (1.21%) | L-4 | Rejected-AOC Other than L-1 |
| 5 | L-5₹2.5 Cr+₹4.8 L (1.96%)Rejected-AOC 303 GHS 888 SECTOR 20 PANCHKULA 134116 HARYANA | PANCHKULA | PANCHKULA | HARYANA | 134116 | ₹2.5 Cr+₹4.8 L (1.96%) | L-5 | Rejected-AOC Other than L-1 |
| Sl No | Description | Qty | Unit | PAWAN KUMAR L6 | Varindera And Varindera Construction L3 | m/s nemichand contractor L4 | R D Bansal L5 | R B TRADERS L1 | SANJAY B SHARMA L7 | NARINDER KUMAR SONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc. in black top surfaces complete all as specified and as directed by Engineer-in-Charge. | 895 | PER 10 SQM | 150 ₹1,34,250 | 77 ₹68,915 | 70 ₹62,650 | 60 ₹53,700 | 40 ₹35,800 | 50 ₹44,750 | 10 ₹8,950 Lowest |
| 2.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50 mm and not exceeding 100 mm deep in area exceeding 400 sqm complete all as specified and as directed by Engineer-in-Charge. | 55 | PER 10 SQM | 250 ₹13,750 | 197 ₹10,835 | 50 ₹2,750 | 65 ₹3,575 | 65 ₹3,575 | 500 ₹27,500 | 10 ₹550 Lowest |
| 3.00 | M&L for rolling and consolidating formation surfaces in cutting, using power roller of capacity exceeding 8 Tonne and not exceeding 12 Tonne including watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions complete all as specified and as directed by Engineer-in-Charge. | 55 | PER 10 SQM | 150 ₹8,250 | 97 ₹5,335 | 16 ₹880 Lowest | 120 ₹6,600 | 100 ₹5,500 | 150 ₹8,250 | 100 ₹5,500 |
| 4.00 | M&L for laying and compacting 150 mm thick (compacted thickness) granular subbase (GSB) grading as per Grade-I as specified Table 400-1 of MORT&H specification of raod and Bridge works 2013, in a single layer over compacted subgrade with natural sand crushed slag or combination thereof as per grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Max dry density, Consolidating to required gradient and camber complete all as specified and directed the finished surface tolerances to be as per Table 900-1 of MORT&H specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-Charge. | 55 | PER 10 SQM | 2,500 ₹1,37,500 Lowest | 3,697 ₹2,03,335 | 3,600 ₹1,98,000 | 3,900 ₹2,14,500 | 3,500 ₹1,92,500 | 5,000 ₹2,75,000 | 3,000 ₹1,65,000 |
| 5.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layer of 75 mm each, grading as per table 400-13 of MoRT&H 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 80-100 KN static weight and consolidating to required gradient and camber, finished surface tolerances to be as per Table 900-1 of MoRT&H pecifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-Charge. | 55 | PER 10 SQM | 2,500 ₹1,37,500 Lowest | 3,497 ₹1,92,335 | 4,100 ₹2,25,500 | 4,000 ₹2,20,000 | 2,700 ₹1,48,500 | 5,000 ₹2,75,000 | 3,000 ₹1,65,000 |
| 6.00 | M&L for Preparation of unsurfaces WMM/ WBM by brushing with wire brushes for removing caked mud etc., Sweeping with brooms and finally fanning the cleaned surface with gunny bags/ Air compressor to remove all loose dirt etc. and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7 - 1 kg/sqm on surface of WMM/ WBM as specified in Table 500-3 of MoRT&H specification for road and bridge works 2013, using mechanical sprayer complete all as specifed and directed by Engineer-in-Charge. | 55 | PER 10 SQM | 350 ₹19,250 | 197 ₹10,835 Lowest | 700 ₹38,500 | 600 ₹33,000 | 450 ₹24,750 | 200 ₹11,000 | 500 ₹27,500 |
| 7.00 | M&L for Preparation of bituminous surface and applying evenly a Tack Coat with Cationic Bitumen Emulsion RS-1 confirming to IS:8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRT&H specification for road and bridge works 2013, using using mechanical sprayer after cleaning of existing sufaces complete all as specified and as directed by Engineer-in-charge. | 950 | PER 10 SQM | 250 ₹2,37,500 | 287 ₹2,72,650 | 265 ₹2,51,750 | 215 ₹2,04,250 | 190 ₹1,80,500 | 200 ₹1,90,000 | 100 ₹95,000 Lowest |
| 8.00 | Providing and laying 30 mm thick (consolidated thickness) Bituminous Concrete (BC) layer conforming to clause 507 of MoRT&H specifications for road and bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler, 5.5% binder (paving Bitumen grade VG-30) content by weight of total mix and crushed aggregates of grading 2, Anti Stripping Agent, Warm Mix Additives (quantity, quality and grade as per the approved Job Mix Formula) etc., cleaning and pre-heating of the mineral aggregates, filler & bitumen to the specific temperature, thoroughly mixing with binder of specified bitumen content, Anti Stripping Agent, Warm Mix Additives as per mix design in Hot Mix Plant of 100-120 TPH capacity, carrying the hot mixed materials by means of tipper, trucks or any other approved and suitable arrangements, laying the hot premixed materials over the prepared surface by means of paver finisher including manual operation as and when required for proper grade, level and camber thorough
contd.. | 950 | PER 10 SQM | 4,500 ₹42,75,000 | 4,697 ₹44,62,150 | 4,400 ₹41,80,000 | 4,420 ₹41,99,000 | 4,290 ₹40,75,500 | 4,000 ₹38,00,000 Lowest | 5,000 ₹47,50,000 |
| 8.01Contd.. rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tandem roller with necessary hand packing and pinning to give an even surface, including running expense of all plants and machineries inclusive of proper traffic control during laying to the satisfaction of Engineer-in-Charge, required quality control tests at required interval etc complete in all respects complete all as specified and directed. NOTES : (i) The contractor shall quote the rate against item considering 5.5% VG-30 bitumen content. Job mix formula as per clause No 505.3.3 of MoRT&H specifications for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/ CTL/ Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less 5.4% by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision). | ||||||||||
| 8.02Contd.. (ii) The cost of materials, transportation, Job mix formula from lab and testing charges for various tests as required are included in the unit rate quoted by the contractor. (iii) Cost of filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. (iv) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 55.00 Per Kg and if qty of binder content is more than the qty as specified in respective items of BOQ no adjustment shall be made. (v) After spreading of mix as per clause 507.4.7 of MoRT&H specifications entire surface during the operation shall be rolled with road roller 8-10 tonnes (smooth wheeled) followed with vibratory road roller of 8-10 tonnes static weight, followed by finish rolling with 6 to 8 tonnes smoooth wheeled tandem roller as per clause No 507.4.8 of MoRT&H specifications (Fifth Revision) and the cost of the same shall be deemed to be included in the quoted rate. | ||||||||||
Tender Value
₹3.1 Cr
EMD Value
₹3.8 L
Closing Date
23 Aug 2025, 6:00 pmClosed
CWE Chandimandir
HQ CWE Chandimandir
CWE/KAS-48/2025-26 SPECIAL REPAIR TO ROAD FROM CHARRING CROSS TO KUMARHATTI AND CHARRING CROSS TO MT PARK AT DAGSHAI CANTT UNDER GE KASAULI.
2025_MES_722358_1
CWE/KAS-48/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
GE Kasauli
Class A, Cate a(v)
9 documents required · 9 mandatory
₹2,000
GE Kasauli
₹3.8 L
4 Nov 2025
24 Jul 2025
25 Aug 2025
24 Jul 2025
23 Aug 2025
16 Aug 2025
24 Jul 2025 - 30 Jul 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .