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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.7 CrRejected-Finance | ₹2.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L2₹2.7 CrRejected-Finance | ₹2.7 Cr | L2 | Rejected-Finance L2 |
| 4 | L2₹2.7 CrRejected-Finance | ₹2.7 Cr | L2 | Rejected-Finance L2 |
| 5 | L2₹2.7 CrRejected-Finance | ₹2.7 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹3.1 Cr
EMD Value
₹9.4 L
Closing Date
28 Feb 2026, 3:00 pmClosed
CE
Ghaziabad Nagar Nigam
RCC drain and resurfacing work for drainage on the internal roads of Ward-36 Sector-12 Vasundhara Friends Society.
2026_DOLBU_1113580_12
107/Nirman/2025-26 Date 16.01.2026
Open Tender
Civil Works
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹18,576
₹9.4 L
21 May 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
Dismantelling of old rcc/rb ramp in lime or cement concrete mortar and including stacking of material as direction be the engineer in charge Pwd sor 2022 iten no 17.3
Dismantlling of brick work or stone work in lime cement mortar and including stacking of material as directed be the engineer -in - charge within a distance of 60 meter tiles including all comp. the work PWD SOR 2022 17.2.2
Deduct the cost of old bricks
Deduct the cost of old bricks bats
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 embankment in ordinary soil etc all comp.
Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a).
C.C. In 1:6:12 cement ,fine sand and 40 mm gauge brick ballest etc all complete .S.I No- 275
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 17 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 incharge.(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
S/l of 22.4 to 53 mm gauge stone ballast stacking for measurement etc all complete as per the direction of engineer charge (As per pwd sor 2020 RMR)
Consolidation of stone ballast in aggreated 40 to 63 mm to 22. 4 to 53 mm aguge stone ballast size to water bound macadam specification including spreating in uniform thickness hand packing rolling with three wheels 80-100km static roller in satges to p
S/L of Take coat of bitumin @ 0.30kg/sqm including heating the vg 10bitumin spraying the bitumin boiler & cleaning and preparing the existing road surface etc all complete as per the direction of engineer in charge (As per RMR)
Providing and laying dence graded (B.M)bituminious macadam with Hmp producing an average output of 75 tonnes per hoiur usng crused aggregate from approaved quarry of specification gradeing premixed the bitumin binder vg-30 @4.5 percenrt by weight of total mix and filler transportation the hot mix to work site laying for proper completion of work as per direction of enginner in charge including all labour T&P taxs labour cess etc as per RMR
S/L of Take coat of bitumin @ 0.30kg/sqm including heating the vg 10bitumin spraying the bitumin boiler & cleaning and preparing the existing road surface etc all complete as per the direction of engineer in charge (As per RMR)
Recycling pavement by cold milling of exisiting bituminous layers using by bituminous concrete (grading 2) using bitumen VG 30 content is 5.4% bitumen weight of mix for reclaimed material fresh bitumen will be required to the extent of 60% of normal requiredment planning the surface after cold milling reclaiming excavated material to the extent of 30% of the required quantity hauling and stock pilling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation adding fresh material inluding rejuvenators as required mixing in a hot mix plant transporting and laying at site and compacting to the required grade level and thickness all as morth specified in clause 519
Supply & laying of 80mm thick precase cement concrete I shape interlocking tile paver block grey colour with top layer og minimum 8mm thickness having plan dimansion 200x(160+120mm) of o.p cement smoothing gloss finishing M30 weight 5kg per no confirming to is 15658-2006 including cost of material labour t&p etc required for proper completion of the work as per direction by engineer in charge M-30 grade as per pwd sor 2022
S/L of hot applied thermo plastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per irc 35 the finished surface to be level uniformed and fee from streak and hole rates all including of all tax as per pwd sor 2022 si no 22.02 new item
Rising of mainhole incl of material and labour and tools plants etc all supply of material .DSR no 19.26.01/2020
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