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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.5 LSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L2₹5.5 LSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 4 | L2₹5.5 LSame as L1Rejected-Finance | L2 | Rejected-Finance L2 | |
| 5 | L2₹5.5 LSame as L1Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance L2 |
Tender Value
₹6.5 L
EMD Value
₹19,578
Closing Date
3 Mar 2026, 3:00 pmClosed
CE
Ghaziabad Nagar Nigam
Construction work of interlocking tiles from Santosh Chaudhary house to Lekhraj School in City Zone Ward-13 Ghukna slum street no. 07 and from Narendra Master to Omprakash Pal house in Dr. Deepak Wali street on Bhatta Road.
2026_DOLBU_1119907_34
110/Nirman/2025-26 Date 21.02.2026
Open Tender
Civil Works
Percentage
CE
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,416
₹19,578
22 May 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200feet).
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge.
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including fling watering and ramming of excavated earth into the trenches or into the space between the building |and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the |foundation trenches. (Where machine can not |reach/move).PWD SOR 2022 4.1.1
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
M-150 class B/w in 1:4 Cement C'sand mortor in including supply of all meterial labour t&P etc required for proper completion of work
12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM )
Cement Concrete with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 00X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour, tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .)
Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1
Deduct of old bick Bats
Deduct of old Brick
Deduct of old Tiles
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