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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -4.00% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance | -3.80% | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | -1.65% | ₹1.6 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 15 3 625017 | MADURAI | TAMIL NADU | 625017 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.9 L
Closing Date
27 Mar 2026, 5:00 pmClosed
GM CIVIL
Administrative Buildings Sector-6, Noida
Strengthening and M/o 45 Mtr Wide Road Between Sector-154 and 157 Near UGR Sector-154 , Noida.
2026_NOIDA_1125169_1
38/GM/SM-WC-10/ET/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.9 L
10 Apr 2026
13 Mar 2026
30 Mar 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster :1:4 (1 cement : 4 coarse sand)
Neat cement punning
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kind of soil.
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm 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 jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per anufacturer's specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern.
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
Providing wall putty on old Surface with Approved Quality Material of Berger/ J.K / Birla or Similar Make 2 Coats.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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CAPABILITY STATEMENT
* It is compulsory for the bidder to fill this statement and the bidder must upload only those document that support this statement
Tender Reference No : 38/GM/SM-WC-10/ET/2025-26
Tender :
Name of Tenderer
TOTAL BOQ COST OF PROJECT (In Rs.)
Minimum Value
SOLVENCY (Issued within a period of minimum six months).
EXPERIENCE (WITH GOVERNMENT/SEMI- GOVERNEMTN/ PSUs ONLY) completed works during the last 7 years ending last day of the month previous to the one in which applications are invited
NOT QUALIFIED
NOT QUALIFIED
Two similar completed works each costing not less than the amount equal to 60% of estimated cost put to tender
NOT QUALIFIED
One similar completed works costing not less than the amount equal to 80% of estimated cost put to tender
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RESULT OF EXPERIENCE
TURNOVER (During the immediate LAST 3 consecutive financial years)
Average annual financial turnover on construction works should be atleast 30% of the estimate cost during the immediate last 3 consecutive fiancial years.
Required Technical Staff
Required Machinary
Character Certificate of Indivisual /partners /directors issued from District Megistrate
Affidavit of not blacklisted
Address Proof/Id. Proof of indivisual /partners/directors.
Registration Certificate of GST
Filled in form Capability Statement.
Certified Copies of relevant pages of following documents:
Affidavit for No Blood Relation in Noida Authority
RESULT
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technical_2097221.pdf
techsummary_2097221.pdf
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