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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.0 LAccepted-AOC 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | 1 | Accepted-AOC Acceptance of tender | |
| 2 | 2₹29.9 L+₹89,369.84 (3.08%)Rejected-Finance 70 SUBHASH ROAD HARJINDER NAGAR KANPUR 208007 | KANPUR | KANPUR | UTTAR PRADESH | 208007 | 2 | Rejected-Finance Not L1 | |
| 3 | 3₹32.5 L+₹3.4 L (11.9%)Rejected-Finance D 91 BLOCK D AMITY GREEN HASEMAU LUCKNOW PIN 226028 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226028 | 3 | Rejected-Finance Not L1 | |
| 4 | Rejected-Technical 1 14 1 14 RAJNIKHAND ANSHIK RAJNI KHAND SHARDA NAGAR LUCKNOW UTTAR PRADESH 226002 | LUCKNOW | UTTAR PRADESH | 226002 | - | Rejected-Technical Not Accepted for opening of cover 2 as the contractor not qualifying the eligibility criteria. Reason for rejection of bids is mentioned in Annexure-1 to this letter |
| Sl No | Description | Qty | Unit | Matrubhoomi Construction L3 | Shivam Enterprises L1 | M/S SHIVA CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Road work Items Surface Excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep. | 1,500 | Sqm | 50 ₹75,000 | 30 ₹45,000 | 18 ₹27,000 Lowest |
| 2.00 | Exavation over area n.exc 1.5 mtr deep and getting out soft/loose soil complete all as specified. | 247.5 | Cum | 110 ₹27,225 Lowest | 120 ₹29,700 | 210 ₹51,975 |
| 3.00 | Rough exavation n.exc 1.5 mtr deep and getting out soft/loose soil complete all as specified. | 160 | Cum | 115 ₹18,400 | 80 ₹12,800 Lowest | 165 ₹26,400 |
| 4.00 | Removing excavated material exc. 250m but n. exc 500and depositing where directed at a level n exc. 1.5 m above the starting point. | 632.5 | Cum | 90 ₹56,925 | 80 ₹50,600 Lowest | 240 ₹1,51,800 |
| 5.00 | Foming embankment incuding raising (or lowering) earth , spreading in layer n.exc 30 cm, thick watering /rolling required size, shape etc. n exc 1.5m from base compelet all as spceified and directed. | 592 | Cum | 45 ₹26,640 Lowest | 60 ₹35,520 | 190 ₹1,12,480 |
| 6.00 | Rolling & consolidating formation surface in cutting,using 8 to 12 tonne power roller. | 150 | 10SQM | 110 ₹16,500 Lowest | 150 ₹22,500 | 355 ₹53,250 |
| 7.00 | M&L for soling 150 mm thick (spread thickness) or querried stones, granite trab or basalt interistices filled, surface formed and rolled and consolidated to required gradient and camber. | 110 | 10SQM | 3,800 ₹4,18,000 Lowest | 4,000 ₹4,40,000 | 3,890 ₹4,27,900 |
| 8.00 | M&L Granite, trap or Basalt for WBM 150 mm thick in two layer (each layer 75 mm thick, spread compacted thicness), with coarse aggregates of grading 2(63 to 40 mm size) or of grading grading 3(50 to 20 mm size), spreed, rolled and consolidated to gradient and camber required. | 110 | 10SQM | 5,150 ₹5,66,500 | 5,500 ₹6,05,000 | 4,350 ₹4,78,500 Lowest |
| 9.00 | M&L Premix bituminous, macadam laid/ rolled(paving bitumen any penetration) and compacted to required gradient and camber (consolidated thickness 75mm or less) | 55 | Cum | 12,000 ₹6,60,000 | 4,500 ₹2,47,500 Lowest | 6,300 ₹3,46,500 |
| 10.00 | M&L for preparing surface by brushing with wirebrushes for removing caked mud et sweeping and finnaly the cleaned surface with gunny bages to remove all loose dirt etc incl applying eveniy priming/tack coat with passing bitumenious primer as 10 kg/sqm (using paving Bituman VG-10 grade) completed. | 110 | 10SQM | 220 ₹24,200 | 200 ₹22,000 Lowest | 250 ₹27,500 |
Tender Value
₹35.3 L
EMD Value
₹70,658
Closing Date
12 Mar 2026, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, LucknowCantt, Lucknow-226002
PROVN OF CONNECTING RD FROM ARJUNGANJ FIRING RG TO SERVICE RD UNDER GE(P) COMD HOSP LUCKNOW
2026_MES_753311_1
CWE/LKO/P (CH)/T-139 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
LUCKNOW
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE P (CH) LUCKNOW
₹70,658
Yes
18 May 2026
19 Feb 2026
19 Mar 2026
19 Feb 2026
12 Mar 2026
5 Mar 2026
19 Feb 2026 - 5 Mar 2026
Road work Items Surface Excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep.
Exavation over area n.exc 1.5 mtr deep and getting out soft/loose soil complete all as specified.
Rough exavation n.exc 1.5 mtr deep and getting out soft/loose soil complete all as specified.
Removing excavated material exc. 250m but n. exc 500and depositing where directed at a level n exc. 1.5 m above the starting point.
Foming embankment incuding raising (or lowering) earth , spreading in layer n.exc 30 cm, thick watering /rolling required size, shape etc. n exc 1.5m from base compelet all as spceified and directed.
Rolling & consolidating formation surface in cutting,using 8 to 12 tonne power roller.
M&L for soling 150 mm thick (spread thickness) or querried stones, granite trab or basalt interistices filled, surface formed and rolled and consolidated to required gradient and camber.
M&L Granite, trap or Basalt for WBM 150 mm thick in two layer (each layer 75 mm thick, spread compacted thicness), with coarse aggregates of grading 2(63 to 40 mm size) or of grading grading 3(50 to 20 mm size), spreed, rolled and consolidated to gradient and camber required.
M&L Premix bituminous, macadam laid/ rolled(paving bitumen any penetration) and compacted to required gradient and camber (consolidated thickness 75mm or less)
M&L for preparing surface by brushing with wirebrushes for removing caked mud et sweeping and finnaly the cleaned surface with gunny bages to remove all loose dirt etc incl applying eveniy priming/tack coat with passing bitumenious primer as 10 kg/sqm (using paving Bituman VG-10 grade) completed.
M&L for laying Premixed SDAC ( SEMI Dence Asphaltic Concrete) 40mm consolidated thickness with 5.5% binder content by weight of total mix (using paving Bitumen VG-30 grade) mix in hot mix Plant using desing mix laid with self propelled mechanical paver rolled with 8 to 12 ton power roller to required complete all as specified completed.
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 (1cement : 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 complete.
Providing and painting complying with IS:164 2023, IRC : 35-2015 including one coat of primer and tow coats of water based paint of approved brand (Asian Paint/Berger Paint/Nerolac) with automatic kerb painting machine (consumsion shall be 1 Ltr for 3 Sqm area) on existing Kerb/RCC Crash Barrier/Parapet Wall, Head walls etc, to give and even shade, after thoroyghly cleaning of the existing surfaces by brooming, water washing the surface to remove all dirt, dust peeled old paint, mortar drops and foreign matters including preparing the surface even and smooth by sandpaper, if requirted which includes coast of materials, labours, tool and tackles, cost of sarety measures at work site, insurance, statuatory labour compinces, all taxes, duties, cess cost of transportation, loading. unloading etc, complete as per specifications and as per directions.
Providing and applying 2.5mm thick road marking strips with 250 gram Glass Beads (retroreflective) of specified shade/colour using hot hermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoes heater, driven by experoenced operator on road surface including cost of material labour, T&P, cleaning the riad surface of all dier, seals, oil, grease and foreign material tec, complete as per direction and accordance with applicable specifications as per MoRTH specification having Titanium 12%, Resin-19% & Intermix Glass Beads-34% in proportion.
S&F Solar alluminium - alloy body solar stud with following specification :- (a) Solar panel Mono-Crystalline Solar 2.4 V/0.3 Watt and having charging capacity at a very low sunlight. (b) Red colour Six Super Bright LEDs with 10000 to 18000 mcd (Millicandela) 8mm fitted at appropriate hight for clear blinking point. (c) 1.2V Ni-MH or Ni-CD rechargeable battery capacity 1300 mAh. LSD (Low Self Discharge technology) fitted inside solar stud. (d) Working time 3 to 4 days successively after the battery isfully charged. (e) Charging time for full charge One full sunny day. (f) Working temperature : 10 to 75 Degree Celcius. (g) Flash rate : 60 to 70 times per minute normally. (h) Brightness sensitive auto-switch, automatically turns on at dusk and turns off at dawn to ensure easy and safe night driving. (j) High visibility LEDs help ensure easy and safe night driving from a distance of 1000-1100 Meters approx. (k) Solar stud should be free of maintenance and operational in all weather conditions. (l) The PCB board and solar panel should be sealedin Poly Carbonate case for extra waterproofing and high/low temperature protection. The logo of the manufacturer should be embossed on front side of the body to ensure genuinesses. Dimension/Seze of theSolar Std should be 125mmx125mmx25mm body, with shank hight 65 mm (Total height 90mm including shank) (m) Weight of the Solar Stud should be 650 Gram approx. (n) Minimum 150 gram of a special epoxy chemical should be used per pcs to fix the stud on th road surface.
S&F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green ,red and yellow reflector radium tape of 25mm wide strips with anit theft steel net for refletor protectoin including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed.
Gate Work Items Eacavation in trenches n.exc 1.5m wide and n,exc 1.5 m depth for foundation etc complete all as specified .
M&L for M-25 design mix (Using 20mm graded aggregate) as in foundation including rafts footings, foundation beams, plinth beams, bases for columns etcbasements slabs, complete.
M&L for M-25 design mix (Using 20mm graded aggregate) as in walls retaining walls, basement walls, ballast walls, and the like tny thickness above top of footings including attached pilasters and buttresses complete.
M&L for formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits, of foundation and plinth beams and similar work with fair finished surface complete
M&L for formwork to sides of pillars, posts, struts, piers , columns and stanchions with fair finished surface complete
S & F for mild steel bars TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping ofr columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to completed as specified.
Ditto as above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders conforming to completed as specified .
Returning filling including , spreading leveling ,watering and well ramming in layer's n.exc 25 cm complete all as specified and directed.
Removing excavated material n.exc. 50m and depositing where directed at level n.exc. 1.5 m above the starting point as in soil complete all as specified and directed.
M&l for brick work burnt bricks old size straight or curved on plan exc 6.0mtr mean radious built in CM 1:4 complete.
M&L for PCC 1:2:4 type B-0, using 12.5 mm graded stone aggregate as in plinth course coping, surface chanel junction of brick eedging and brick lining for drains as in benching etc complete all as specified & directed.
S&F for framed work as Fe410-w(gde-e-250)quality in door or gates of angle or other section with gusset plates,rails, braces, etc.. Complete drilled for fixing of steel sheeting or other covering . doors, etc.to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting (exclusive of steel ,sheeting or other covering,running rails and guides rollers and stopper etc) and hanging also fastening and fixing all as specified and directed .
S&F mild steel rag or lewis bolts, screwed one end ,with hexagonal or square nuts and washers, diameter of neck in 20mm the other end enlarged and jagged or lewised ,n exc 15 cm long all as specified and directed.
M&L for Granite(of any type) work (table rubbed and polished)in steps, jambs, pillars , window- cills,cooking platforms and like in cement morter (1:4) including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of granite including Rendering 10mm thick 1:4 on fair faces of brik work are concrete surface all as specified and directed.
M&L for preparation of new steel and iron surface exceeding 10 cms width or grith and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrom prime complete all as specified.
Hume Pipe Culvert Work M&L for cement concrete Type D2 1:4:8 (using 40mm graded aggregate) as in foundation filling and mass concrete complete.
M&L for cement concrete Type C1 1:3:6 (using 20mm graded aggregate) as in foundation filling and mass concrete complete.
S&F for reinforced concrete pipes class NP-3 laid & jointed complete with coller 600mm dia complete.
M&l for brick work burnt bricks old size straight or curved on plan exc 6.0mtr mean radious built in CM 1:4 complete.
M&L for Cement concrete type type B0 1:2:4 ( using 12.5mm graded aggregate) in coping complete.
Rendering 15mm thick on fair faces of bricks work or concrete surface in Cement mortar 1:4 finished fair and even complete.
Preparation of newly plastered surface of wall and applying three coat of white wash complete.
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