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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.5 L+₹26,086.58 (2.13%)Rejected-AOC | L2 | Rejected-AOC EMD Released. | |
| 3 | L3₹13.0 L+₹73,499.10 (6.01%)Rejected-AOC | L3 | Rejected-AOC EMD Released. | |
| 4 | L4₹13.0 L+₹81,423.42 (6.66%)Rejected-AOC | L4 | Rejected-AOC EMD Released. | |
| 5 | L5₹13.4 L+₹1.1 L (9.40%)Rejected-AOC FARIDABAD FARIDABAD HARYANA | L5 | Rejected-AOC EMD Released. |
Tender Value
₹15.5 L
EMD Value
₹31,100
Closing Date
2 May 2025, 4:00 pmClosed
SACHIN BHATI
PD - III, Hisar
ESTIMATE FOR CONSTRUCTION OF BOUNDARY WALL AND EARTH-FILLING IN THE CAMPUS OF GOVT. VETERINARY DISPENSARY AT VILLAGE SALEMGARH IN DISTRICT HISAR
2025_HRY_442980_1
20257CF2D032 5538 47DC 8726 0CC8BAC459B2630BAR
Open Tender
Civil Works
Works
180 days
SALEMGARH
2 documents required · 2 mandatory
₹1,000
₹31,100
Yes
26 Jul 2025
26 Apr 2025
2 May 2025
26 Apr 2025
2 May 2025
26 Apr 2025
Amount
[11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate]
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[24.10.4]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 4. cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mmthick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey [Through Rate]
[4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate
[6.8.1]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1. 50 mm thick [Through Rate]
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
Analysis of earth work (NS Item)
Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular subbase by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications (NS Item)
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NGP INFRA ENGINEERING SOLUTION PVT LTD (BID ID -1252106)
Asha constructions (BID ID -1253979)
POONIA CONSTRUCTION (BID ID -1253916)
Ritivika Enterprises (BID ID -1253995)
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