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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.6 L+₹50,778 (3.88%)Rejected-AOC H NO 185 WARD NO 12 HANUMAN COLONY NEAR SUKHPURA CHOWK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.7 L+₹1.6 L (12.1%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹14.8 L+₹1.7 L (13.0%)Rejected-AOC 1350 B SHYAM LAL BAGH NEAR NAND CINEMA HISAR 125001 | HISAR | HARYANA | 125001 | L4 | Rejected-AOC L4 | |
| 5 | L5₹15.9 L+₹2.8 L (21.4%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹29,140
Closing Date
6 May 2021, 3:00 pmClosed
EXECUTIVE ENGINEER
Engg. Cell, MDU, Rohtak
Providing and laying paver blocks in Type-1A (36 Nos. Flats) under construction in MDU, Rohtak
2021_HRY_169083_1
MDU/EE/2021/Civil/11
Open Tender
Civil Works
Works
90 days
MDU CAMPUS ROHTAK
Providing and laying paver blocks in Type-1A (36 Nos. Flats) under construction in MDU, Rohtak
2 documents required · 2 mandatory
₹1,000
Yes
₹29,140
Yes
15 Jun 2021
16 Apr 2021
7 May 2021
16 Apr 2021
6 May 2021
16 Apr 2021
Amount
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. Rate to be quoted in P.Cum instead of P.100 Cum.
Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth
Providing and laying 80 mm thick ISI marked interlocking paver blocks (confroming to IS 15658-2006) IRC-SP 63-2004 of all shapes and colours in design mix cement M- 40 over a bed of 30 mm thick fine sand complete in all respect.
cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work, but excluding steel reinfor- cement centring and shuttering in first storey upto 4 metres above plinth level.
Steel reinforcement TMT bars FE-500 EQR/FE-500D grade or more for RCC wrok, where no included in the complete rate or RCC including straightening, bending, binding, wastage,overlaps,welded joints,spacer bars,chairs,stays,hangers and annealed steel wire etc. and heights/depths/storeys/basements etc. Note. Reinforcement shall be measured in length indluding hooks, if any, separately for different diameters as accuslly used in work, excluding overlaps. wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
First Class brick work laid in cement cand mortar 1:6 in foundation and plinth.
Supply and filling Tibba sand including leveling, watering and compaction etc. complete as per entire satisfaction of the Engineer-in-charge.
M s Tarawati Enterprises
S B Gupta Contractor
Pawan Kumar
LAKSHAY TOTAL SOLUTIONS
Sh. Rambir Contractor
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