Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹57.1 L+₹3.5 L (6.58%)Rejected-Finance VPO SATROD KALAN HISAR HARYANA | HISAR | HISAR | HARYANA | L2 | Rejected-Finance Being L2 | |
| 3 | Rejected-Technical H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | - | Rejected-Technical Rejected due to NO remark shown in WLR of ADG Jammu QE Jun 25 due to slow progress |
| Sl No | Description | Qty | Unit | M/S Sulakh Brothers L1 | M/S RAJINDER SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sqm each including sweeping free from 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 cationic bitumen emulsion RS-I grade at the rate of 5 Kg per 10 Sqm, putting in semi dense bituminous concrete consolidated/ compacted thickness using hot mix plant and mechanical paver using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5 % by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed.
Note : (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 44 per Kg | 15 | Xsqm | 2,000 ₹30,000 | 1,250 ₹18,750 Lowest |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and depth not exc 50mm | 416 | Xsqm | 20 ₹8,320 Lowest | 35 ₹14,560 |
| 3.00 | M & L for 150mm thick (compacted thickness) WBM in two layers each of 7.5cm thick (consolidated thickness) with granite/ basalt'' coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated and rolled to 8 to 10 ton power roller to required gradient and camber | 20 | Xsqm | 2,200 ₹44,000 | 1,850 ₹37,000 Lowest |
| 4.00 | M & L preparing surfaces water bound macadam surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bagsand air compressor to remove allm loose dirt etc complete all as specified and as directed | 416 | Xsqm | 50 ₹20,800 Lowest | 55 ₹22,880 |
| 5.00 | M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 10 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge | 416 | Xsqm | 160 ₹66,560 Lowest | 250 ₹1,04,000 |
| 6.00 | M & L premix bitumen macadam with binder content 4% of bitumen (paving biyumen VG 30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 10 tonne power roller complete all as specified and directed | 308 | Cum | 5,200 ₹16,01,600 Lowest | 5,200 ₹16,01,600 Lowest |
| 7.00 | M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 3 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge | 416 | Xsqm | 60 ₹24,960 Lowest | 90 ₹37,440 |
| 8.00 | M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 5 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge | 484 | Xsqm | 120 ₹58,080 Lowest | 140 ₹67,760 |
| 9.00 | M&L for 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete carpet with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material, laid with mechanical paver, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient.
Note (i) Premix concrete shall be mixed in hot plant, transported from plant to work site and laid/ spread by means of mechanical paver.
(ii) Filler for semi dense asphaltic concrete shall be cement, lime and stone dust @ 2 % of total weight of binder | 900 | Xsqm | 2,370 ₹21,33,000 Lowest | 2,400 ₹21,60,000 |
| 10.00 | M&L for preparation of new/ old surfaces providing and making lines, dashes, arrows, letters etc on road applied hot thermoplastic road markiing paint with glass beads min 2.50 mm thick complete in all respects such as furnishing all labour material tool, equipment incl all incidental cost necessary to carryout the work at site confirming to technical specification clause No 803 of MORT & H specifications 4th Revision of 2001/Latest edition complate all as specified and directed | 500 | sqm | 340 ₹1,70,000 Lowest | 350 ₹1,75,000 |
Tender Value
₹74 L
EMD Value
₹1.5 L
Closing Date
16 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
COMMANDER WORKS ENGINEER
CWE HISAR, HISAR MIL STN HISAR
RESURFACING OF ROADS EBS BHOJRAJ CHHANIBARI UNDER AOR OF AGE B R II OF GE WEST HISAR AT HISAR MIL STN
2025_MES_719887_1
CWE/HSR-34 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
HISAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE WEST HISAR
₹1.5 L
13 Oct 2025
11 Jul 2025
18 Aug 2025
11 Jul 2025
16 Aug 2025
2 Aug 2025
12 Jul 2025 - 19 Jul 2025
Amount
Repair to potholes any depth, not exc 1 sqm each including sweeping free from 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 cationic bitumen emulsion RS-I grade at the rate of 5 Kg per 10 Sqm, putting in semi dense bituminous concrete consolidated/ compacted thickness using hot mix plant and mechanical paver using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5 % by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed. Note : (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 44 per Kg
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and depth not exc 50mm
M & L for 150mm thick (compacted thickness) WBM in two layers each of 7.5cm thick (consolidated thickness) with granite/ basalt'' coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated and rolled to 8 to 10 ton power roller to required gradient and camber
M & L preparing surfaces water bound macadam surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bagsand air compressor to remove allm loose dirt etc complete all as specified and as directed
M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 10 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge
M & L premix bitumen macadam with binder content 4% of bitumen (paving biyumen VG 30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 10 tonne power roller complete all as specified and directed
M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 3 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge
M & L for applying evenly a tack coat with cationic bitumen emulsion RS-1 grade at the rate of 5 Kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specifed and as directed by Engr-in-charge
M&L for 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete carpet with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material, laid with mechanical paver, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient. Note (i) Premix concrete shall be mixed in hot plant, transported from plant to work site and laid/ spread by means of mechanical paver. (ii) Filler for semi dense asphaltic concrete shall be cement, lime and stone dust @ 2 % of total weight of binder
M&L for preparation of new/ old surfaces providing and making lines, dashes, arrows, letters etc on road applied hot thermoplastic road markiing paint with glass beads min 2.50 mm thick complete in all respects such as furnishing all labour material tool, equipment incl all incidental cost necessary to carryout the work at site confirming to technical specification clause No 803 of MORT & H specifications 4th Revision of 2001/Latest edition complate all as specified and directed
Supply and fixing solar cat eye aluminium 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 with 10000 to 18000 mcd completed as per manufactures etc all as specified and directed. Make : Oscar Model No OS-810 or equivalent of Dark Eye.
Supply and fixing as 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.
Supply and fixing as in repair metal tubular dealineator made out of ABS round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm heiught duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed.
S & F polycarbonate circular traffic safety convex mirror of 600mm dia with stand fixing in post holes of size 0.30xz0.30x0.45m with 1:3:6 complete all as specified and as directed by Engr-in-charge
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1 :3 (1 cement: 3 Coarse sand), including making joints with or without grooves (thickness of joints at sharp curve shall not to more than 5 mm) including making drainage opening whereever required complete including taking out old/ existing kerb stone and remove from site as directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, park,lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould laid in required colour & pattern over and including 40mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks lin to the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, park, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 40mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction mby using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand.
Demolition of stone slab and tiles of any description or thickness in floors, apron etc laid bedded and pointed in any mortor etc complete all as specified and directed by Engineer-in-Charge.
M & L for chequered cement concrete tiles, chemically treated, mechanically machine pressed, heavy duty of size 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and with pigments in floor complete all as specified over and including 15mm thick screed bed in CM 1:4 complete
Material and labour 100 mm cement concrete type D-2 1:4:8 (40mm graded aggregate) as in sub base including demolition complete all as specified and directed
M & L for two coat of synthetic enamel paint lon stone/ concrete/ bricks surface including preparation of new surfaces of any description over 10cm in width or grith not not otherwise described
M/S RAJINDER SINGH (BID ID -3396129)
stage.html
html • 0.05 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 • 0.03 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 .