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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance DUNIYAGANJ DUNIYAGANJ PHULPUR PHULPUR ALLAHABAD UTTAR PRADESH 212402 | PRAYAGRAJ | UTTAR PRADESH | 212402 | -43.06% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 CrAdmitted-Finance | -39.44% | ₹2.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.6 CrAdmitted-Finance | -38.11% | ₹2.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.6 CrAdmitted-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | -37.86% | ₹2.6 Cr | L4 | Admitted-Finance |
Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
19 Dec 2025, 3:00 pmClosed
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Upgradation of footpath of MP Road No. 226 from T Point of MP Road No. 202 to Udyog Vihar Apartment under jurisdiction of DMD-II, Dwarka.
2025_DDA_889178_1
36/EE/DMD-II/DDA/2025-26
Open Tender
Civil Works
180 days
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹8.3 L
4 Feb 2026
9 Dec 2025
20 Dec 2025
9 Dec 2025
19 Dec 2025
9 Dec 2025
Taking out existing CC interlocking paver blocks from footpath / central verge including removal of rubbish etc.The paver block, bed sand etc will be property of agency (deduction for same credit to the DDA) as per direction of Engineer-in-Charge. Note:- Whole area shall be measured for deduction irrespective of quantum of unserviceable & serviceable paver block.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Deduct for taken away the unserviceable steel bars (Scraps) received from dismantling of RCC works as per direction of Engineer-in-charge.
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note;- Cement content considered in this item is @ 350Kg/cum, extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. All Works upto plinth level a) Concrete of M30 grade with minimum cement content of 350 kg /cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for, Edges of slabs and breaks in floors and walls :Under 20 cm wide
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centering, shuttering & neat cement punning inside the bell mouth etc. all complete.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metre lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
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 except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
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 suitableshade with ordinary paint of approved brand and manufacture
Providing and laying tactile tile of grade M-25 (for vision impaired persons as per standards) of size 300x300x25 mm having with water absorption less than 0.5% of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. Confirming to IS:13801.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment
Providing and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Note: Payment shall be released only after submission of the bills for paver block made from C&D waste by the agency.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
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 manufactured sand derived from Recycled Concrete Aggregate (RCA)) : 8 graded stone aggregate 40 mm nominal size derived from Recycled Aggregate (RA))
Providing and Fixing Cylindrical Bollards 200 mm (Top Dia)* 200 mm (Bottom Dai) & 950 mm height of approved make manufactured by using M-30 grade of concrete using vibro compaction process including necessary excavation and cement concrete /epoxy etc. all complete as per direction of Engineer-in-Charge.
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 100 mm 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 including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Total after GST Correction factor @0.973=40469852.00
Add Cost Index @3% except Item No 4,18 & 26
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