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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.3 LAccepted-AOC A 128 GOVINDPURAM GAZIABAD UTTAR PRADESH 201013 | GHAZIABAD | UTTAR PRADESH | 201013 | ₹89.3 L Quoted ₹89.6 L | L1 | Accepted-AOC Being Lowest bidder |
| 2 | L2₹94.8 LRejected-Finance A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | ₹94.8 L | L2 | Rejected-Finance Not being Lowest |
| 3 | L3₹97.9 LRejected-Finance | ₹97.9 L | L3 | Rejected-Finance Not being Lowest |
| 4 | L4₹98.1 LRejected-Finance D 5 CC COLONY DELHI 7 | ₹98.1 L | L4 | Rejected-Finance Not being Lowest |
| 5 | L5₹1.0 CrRejected-Finance | ₹1.0 Cr | L5 | Rejected-Finance Not being Lowest |
| Sl No | Description | Qty | Unit | Rudrashiv Enterprises L3 | M/s Amit Construction Company L4 | M/S MRIGASYA INFRA L1 | AP BUILDERS L2 | BAL SINGH AND SONS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling/demolition of complete existing black top surface or bitumen macadam surface in any area exceeding 400 Sqm and depth exceeding 40mm but not exceeding 50mm as per requirement in single pass with suitable cold milling machine fitted with loading convey or for loading the milled material directly on the trucks and stacking where directed complete all as specified and as directed.
Note :- Stacked/milled material removing from site to any lead at contractor site (out side MOD land) after completion of road work or as directed by GE being contractor property (as per credit Sch) cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account. | 190 | XSqm | 187 ₹35,530 | 100 ₹19,000 | 1,000 ₹1.9 L | 200 ₹38,000 | 450 ₹85,500 |
| 2.00 | Material & labour for Preparing surfaces of existing WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc. & after preparing applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 @ 7-10 kg/10 Sqm on surfaces of WMM as specified in Table 500-3 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed. | 190 | 10 Sqm | 197 ₹37,430 | 350 ₹66,500 | 300 ₹57,000 | 400 ₹76,000 | 420 ₹79,800 |
| 3.00 | Material & labour for providing and laying Dense bituminous macadam of compacted thickness in any range from 50mm to 75mm as per site requirement, using paving bitumen binder of grade VG-30 @ and binder content of 4.5 % by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type Hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic sensor paver, rolle d and compacted to required gradient and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 505 MORTH (5th revision) specification and as directed.
Note :- (i) The contractor shall quote the rate against item considering 4.5 % VG-30 bitumen content, Job mix formula as per clause No. 505.3.3 of MORTH ( 5th revision) for BM shall be worked out from any Govt Lab/Govt Engg college/CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. The cost thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and NO adjustment shall be made on plus side.
(ii) The BM shall be covered with top layer/wearing course within a maximum of 48 hours. If there is to be any delay by the contractor, course shall be covered by seal coat to the requirement of clause 512 of MORTH (5th revision) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.
(iii) The contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorpoation of the same in the work.
(iv) Paver shall not be compulsory in case of patch work using BM.
(v) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost.
(vi) Repair to pot holes shall be carried out as directed by Engineer-in-charge under this item and not measured separately, cost is deemed to be included in the quoted rates. | 142.5 | Cum | 6,447 ₹9.2 L | 5,000 ₹7.1 L | 5,000 ₹7.1 L | 6,000 ₹8.6 L | 7,000 ₹10.0 L |
| 4.00 | Material & labour for Preparing of existing black top surfaces and on DBM surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc.& after preparing applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS: 8887 @ 3 to 3.5 kg/10 sqm on DBM/bituminous surfaces as specified in Table 500-5 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed. | 1,880 | 10 Sqm | 177 ₹3.3 L | 350 ₹6.6 L | 150 ₹2.8 L | 130 ₹2.4 L | 220 ₹4.1 L |
| 5.00 | Material & labour for laying Premix bituminous concrete 40mm consolidated thickness with 5.4% paving bitumen binder of grade VG-30, content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type Hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic sensor paver, rolled and compacted to required gradient and camber with smooth wheeled, vibratory and tandem roller, complete all as per clause 507 MORTH (5th revision) specification and as directed.
Note :- (i) The contractor shall quote the rate against item considering 5.4% VG-30 bitumen content, Job mix formula as per clause No. 505.3.3 of MORTH ( 5th revision) for BC shall be worked out from any Govt Lab/Govt Engg college/CTL for obtaining optimum binder content (OBC) by the contractor and same shall be submit for approval of Accepting Officer through GE before execution. The cost thereof shall be deemed to be included in quoted unit rate. Any variation in binder content on minus side shall be adjusted @ Rs 50/kg of binder and NO adjustment shall be made on plus side.
(ii) Cost of filler i.e. cement (OPC) is deemed to be included in quoted unit rate.
(iii) After spreading of mix as as per clause 507.4.7 MORTH (5th revision) entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight , followed by finished rolling 6 to 8 tonne smooth wheel tendom roller as per clause No 507.4.8 MORTH (5th revision) and cost of the same is deemed to be included in quoted rates.
(iv) The contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorpoation of the same in the work.
(v) Payment shall be made after conducting bitumen extraction test after every laying every 500 units and cost is deemed to be included in the quoted rates. For any variation in bitumen contents the re-testing to be got done by contractor at without any extra cost.
(vi) Top of road surface shall be broomed on next day after completion of rolling and cost of the same is deemed to be included in quoted rates. | 1,880 | 10 Sqm | 3,647 ₹68.6 L | 3,550 ₹66.7 L | 3,300 ₹62.0 L | 3,800 ₹71.4 L | 3,980 ₹74.8 L |
| 6.00 | Supply & laying in replacement RCC pipe 200mm dia class NP2 laid and jointed complete with collars including laying pipes level or to falls in trenches etc complete all as specified and as directed. | 150 | RM | 777 ₹1.2 L | 2,000 ₹3 L | 400 ₹60,000 | 700 ₹1.1 L | 900 ₹1.4 L |
| 7.00 | Material and labour for Dismantling/taking out old paver block/ interlocking tile of any description and in any position, making surface leveled as per site requirement and refixing/laying the same over and including 30mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into 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 complete all as specified and as directed. | 200 | Sqm | 587 ₹1.2 L | 200 ₹40,000 | 200 ₹40,000 | 300 ₹60,000 | 150 ₹30,000 |
| 8.00 | Dismantling of interlocking tile/paver block/brick/kerb stone etc (laid flat or on edge etc) laid dry or pointed in any mortar, any description or thickness in floors, aprons etc. including removing rubbish material and thrown in low lying empty area at any distance from the site complete all as specified and as directed. | 10 | XSqm | 107 ₹1,070 | 1,000 ₹10,000 | 200 ₹2,000 | 100 ₹1,000 | 200 ₹2,000 |
| 9.00 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position and including disposal of rubbish material to any distance out side MOD land complete all as specified and as directed. | 12 | Cum | 247 ₹2,964 | 500 ₹6,000 | 500 ₹6,000 | 100 ₹1,200 | 120 ₹1,440 |
| 10.00 | Material and labour for 50 mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge. | 280 | Sqm | 407 ₹1.1 L | 800 ₹2.2 L | 250 ₹70,000 | 90 ₹25,200 | 200 ₹56,000 |
Updated dates
Tender Value
₹95 L
EMD Value
₹1.7 L
Closing Date
5 Feb 2026, 6:00 pmClosed
CE Bathinda Zone
HQ Chief Engineer Bathinda Zone Bathinda Mil Stn - 151004
REPAIR TO ROADS AND ROAD FURNITURE UNDER GE LALGARH JATTAN
2025_MES_746774_1
84559 CE BTZ/LGJ/TOKEN - 65 OF 2025-26
Open Tender
Civil Works
92 days
Lalgarh Jattan
As per NIT
8 documents required · 8 mandatory
₹1,000
GE Lalgarh Jattan
₹1.7 L
Yes
HQ CE Bathinda Zone
9 Mar 2026
1 Jan 2026
7 Feb 2026
1 Jan 2026
5 Feb 2026
22 Jan 2026
1 Jan 2026 - 29 Jan 2026
8 Jan 2026
Dismantling/demolition of complete existing black top surface or bitumen macadam surface in any area exceeding 400 Sqm and depth exceeding 40mm but not exceeding 50mm as per requirement in single pass with suitable cold milling machine fitted with loading convey or for loading the milled material directly on the trucks and stacking where directed complete all as specified and as directed. Note :- Stacked/milled material removing from site to any lead at contractor site (out side MOD land) after completion of road work or as directed by GE being contractor property (as per credit Sch) cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account.
Material & labour for Preparing surfaces of existing WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc. & after preparing applying evenly a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 @ 7-10 kg/10 Sqm on surfaces of WMM as specified in Table 500-3 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed.
Material & labour for Preparing of existing black top surfaces and on DBM surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc.& after preparing applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS: 8887 @ 3 to 3.5 kg/10 sqm on DBM/bituminous surfaces as specified in Table 500-5 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed.
Supply & laying in replacement RCC pipe 200mm dia class NP2 laid and jointed complete with collars including laying pipes level or to falls in trenches etc complete all as specified and as directed.
Material and labour for Dismantling/taking out old paver block/ interlocking tile of any description and in any position, making surface leveled as per site requirement and refixing/laying the same over and including 30mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into 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 complete all as specified and as directed.
Dismantling of interlocking tile/paver block/brick/kerb stone etc (laid flat or on edge etc) laid dry or pointed in any mortar, any description or thickness in floors, aprons etc. including removing rubbish material and thrown in low lying empty area at any distance from the site complete all as specified and as directed.
Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position and including disposal of rubbish material to any distance out side MOD land complete all as specified and as directed.
Material and labour for 50 mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC (1:2:4), type B-0 using 12.5 mm graded stone aggregate as in coping, mud stops, packing sides/around of interlocking tiles, bed block, for embedded posts & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.
Supply and laying/fixing 60mm thick factory made chamfered edge cement concrete paver block/ interlocking tile of M-35 grade, prepolished & preglazed, with approved colour, design & pattern (laid in required colour & pattern as directed) as in footparth, parks, 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 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into 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 complete all as specified and as directed.
Supply and fixing/laying factory made kerb stone of size as directed made of M-25 grade cement concrete laid 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 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required, including necessary excavation/earth work and making good disturbed surface complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new plastered surface/concrete surface / kerb stone surfaces of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour (one colour or alternative colour i.e black/white/golden yellow etc as directed) including necessary priming coat as per manufacturers instruction complete as specified and as directed. Note :- Make shall be approved by GE before placement of order
Material and labour for preparation of existing treated plastered surface/concrete surface / kerb stone surfaces of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of luminous road marking paint of approved tint/colour (one colour or alternative colour i.e black/white/golden yellow etc as directed) complete as specified and as directed. Note :- Make shall be approved by GE before placement of order
Supply and fixing convex mirror of 1000 mm dia made from long life poly carbonate with strong impact resistant and shatter proof fitted with a sun shield or protective hood of colour as approved by GE, provided with 75mm dia mild steel pipe (suitable length as directed) duly painted with synthetic enamel paint of approved colour over a coat of red oxide primer, including embedding in PCC (1:2:4, type B1) block of size 450x450x600mm including necessary earthwork complete all as specified and as directed. Note :- Make shall be approved by Accepting Officer before placement of order
Supply and fixing two way (dual direction) reflective road stud ABS body confirming to IRC 67-1977 having capacity 40 tonne (cat eye) of size 100mmx 100mm x 18.5 mm, with amber/red/yellow reflective panels and fixing on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying exessive pressure and fixed with zinc plated steel nail of size 8mm dia 120mm long at the centre of cat eye complete all as specified and as directed. Note :- Make shall be approved by Accepting Officer before placement of order
Supply and fixing solar road stud having 3 LED of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of size 125 x 125mm or 120 x 130mm with built in stem of suitable length, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the stud without applying exessive pressure and fixed with zinc plated steel nail of suitable size as per manufacturers instructions complete all as specified and as directed. Note :- Make shall be approved by Accepting Officer before placement of order
Material and labour for preparing bituminous new surfaces of road and marking thermo plastic reflective paint 2mm thick as in centre lines, side lines, stop lines, dashes, arrows etc. and the like (in any colour as directed like white, golden, yellow, orange black etc.) on road surface to be carried out mechanically with hot application of material (painting material @ 5kg/Sqm and glass beads @ 250gm/Sqm conforming to MORTH clause No 803-4) complete all as specified and as directed.
Taking out / dismantling old sign board of any type/size and in any position including MS frame and legs and removed from site complete all as specified and as directed.
Material & Labour for providing and fixing sign board frame, legs, railing made out of stainless steel (Grade 304) hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts, break away type nut/bolts complete all as specified and as directed Note :- The weight of SS pipe/members shall be physically ascertained through a board of officers convened by CWE and payment shall be made only after the actual weight at site
Supply and fixing Retro reflective informatory signage and boards (Square or rectangular) made out of 6mm thick aluminium composite panel sheet, face to be fully covered both side with high intensity and encapsulated lence type heat activated retro reflective sheeting confirming to type-III of ASTMD-4596-01, both side letters, borders, etc as per IRC:67-2001 in silver white with blue colour background and with high intensity grade pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure confirming to class-II of ASTM-D-4956-01, with text cutting as per direction of Engineer-in-charge using computerised cutter plotter & pneumatic automated squeeze roll applicator on overlay film or similar sheeting for text/graphics & symbol etc as per approved design, including aluminium rivets for fixing the same with SS frame (each sign face shall be tacked by stainless steel frames) complete all as specified and as directed. Note:- (i) Stainless steel frame, legs shall be measured and paid separately under respective item of BOQ. (ii) For payment purposes, only the area of the composite panel on one side shall be measured in square metres. (iii) The writing matter and size of letters on both sides of the panel shall be as approved/provided by AGE.
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