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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.5 CrAdmitted-Finance VILLAGE MILAK LACHCHI POST BEDPURA GREATER NOIDA | -1.50% | ₹6.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.5 CrAdmitted-Finance | -1.00% | ₹6.5 Cr | L2 | Admitted-Finance |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
29 Apr 2026, 5:00 pmClosed
SE Baghpat Cirlce
Sector 7 Mandola Vihar Ghaziabad
Construction of 56 Nos 66/112 Type Semi finished SFS Houses in Sector-5A at Mandola Vihar Yojna Ghaziabad
2026_UPHDB_1131846_1
292/PRO-50E/01 Date 24.03.2026
Open Tender
Civil Works
Percentage
270 days
work
Please refer NIT and Tender documents
3 documents required · 3 mandatory
₹8,850
Executive Engineer CD Baghpat 02
₹13.2 L
7 May 2026
30 Mar 2026
30 Apr 2026
30 Mar 2026
29 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in lead of 50 m. All kinds of soil. Item No 2.8.1 DSR 2023 | |||||
| 2Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor ,along the external perimeter of building expansion joints,suurrounding of pipes and conduites etc.complete [Plinth area of the building at ground floor only shall be measured as per I.S.6313[Part-21981]Adenine mollifiable concentrate of any other approved material such as hepthrachlor or chordancewill be used the rate of application of chemical emulsion shall be as Follows: (1) Treatment for masonry & Foundation 5 liters per Sqm. (2) Back fill in immidiate contract with foundation 7.5 liters per sqm (3) Treatment of top surface of plinth filling 5 liters per sqm (4) Treatment of soil along external perimeter of building 2.25 liters per linear meter of the perimetr wall. (5) Treatment of soil under apron along external perimeter of building 5 liters per sqm (Based on SI No. 19.04 new item) SOR 2022 Page 49 | |||||
| 3cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools, & Plants etc. required for proper completion of the work. (SOR-2022, SI 5.11, Itme No-281) | |||||
| 4M-150 brick work in 1:6 cement and coarse sand of (1.75-2.00) fineness modulus mortar in foundation and plinth including supply of all materials, labour, T&P etc erquired for proper completion of work. (Sor-2022, SI (303(a) | |||||
| 512 mm thick plaster with 1:6 (1 cement : 6 coarse sand) of approved coarse sand of Minimum thickness not to be less than 10 mm .Including supply of all materials , labour and T&P etc requried for proper complition of the work (DSR No 13.4.2) | |||||
| 6 | RCC work with cement, approved coarse sand of 2.20 -3.60 FM and 20mm. Guage approved stone grit in the proportion of 1:1.5:3 in Plinth Band excludidng supply of reinforcement and its bending but including its fixing and bining the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and also including providing and mixing waterproofing compound, supply of all materials, labour and T&P etc. required for proper completin of the work . Binding wire cost included the item it will be provided by contractor for which no extra payment shall be made. ( S I No 283 (a) ) | 1 | Cum | - | - |
| 7Painting on above plinth band or over roof slab two coat of air blown bitumen S-35(60/70) or S-90 (80/100) @ 1.70 kg /Sqm including cost of fuel wood other materials, labour and T&P etc. required for proper completion of the work. (SI No 362+363) | |||||
| 8P/F of Montex Sheet (HDPE Sheet) Ever Bitamen Painting on Plinth band i/c Supply of all Material Labour. If etc Complete. AR | |||||
| 9Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). (DSR No 4.10) | |||||
| 10Class M-150 brick work in 1:6 cement and coarse sand of 1.75 to 2.20 F.M. Mortar in super structure i/c necessary cutting or moulding of bricks as required and also i/c honey comb brick work, thickness of walls not to be less than one brick thick wall and i/c supply of all materials, labour, T&P etc. required for proper completion of work. SOR-2022, SI No-(303(a)+309+310) | |||||
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