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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹50.2 L+₹1.6 L (3.19%)Rejected-Finance | L2 | Rejected-Finance Rejected due to high bid value | |
| 3 | L3₹53.9 L+₹5.2 L (10.6%)Rejected-Finance | L3 | Rejected-Finance Rejected due to high bid value | |
| 4 | L4₹55.7 L+₹7.0 L (14.5%)Rejected-Finance | L4 | Rejected-Finance Rejected due to high bid value | |
| 5 | L5₹59.5 L+₹10.8 L (22.2%)Rejected-Finance NA | L5 | Rejected-Finance Rejected due to high bid value |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
18 Sept 2024, 6:00 pmClosed
GE 859 EWS
GE 859 EWS
Urgent Construction of RCC Retaining wall at 214 Network Sig Coy under Para 35 of DWP Tawang Under GE 859 EWS
2024_MES_671322_1
8845/E8
Open Tender
Civil Works
Item Rate
TAWANG
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹95,000
Yes
2 Dec 2024
4 Sept 2024
19 Sept 2024
4 Sept 2024
18 Sept 2024
11 Sept 2024
Amount
M&l for excavation by mechanical means (Hydraulic excavator) means over areas(exceeding 30 cm in depth,1.5 m in width as well as 10sqm on plan) includinggetting out and disposal ofexcavated earth lead upto50 m and lift upto 1.5m, as directed by Engineer-incharge
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas(exceeding 1.5 cm in depth,1.5 m in width as well as 10sqm on plan) includinggetting out and disposal ofexcavated earth lead upto50 m and lift upto 1.5m, as directed by Engineer-incharge
M&L, PCC 1:4:8 ,Type D2, using 40mm graded stone aggregate in foundation filling and mass concrete
M & L for design mix reinorced cement concrete M-25 grade with using 20mm graded crushed stone aggregate as in foundations including rafts,footings,foundation beams, plinth beams , bases for columns, etc Basement slabs , under reamed piles and mass concrete complete all as specified and as directed.
M&L for design mix reinforced cement concrete M-25 grade with using 20mm graged crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings, including attached pilasters and buttresses complete all as specified and as directed.
M&L for form work to ides of concrete foundations ,footings,bases of column, rafts and rafts beams, sides and soffits(if any) of foundation and plinth beams and similar work with flat rough finished surfaces of concrete complete all as specified and as directed.
M& L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter
M & L for hand packing with broken stone/ boulder of Granite or trap stone behind backing of retaining wall,in layers etc complete.
M&L For Low density polyethylene pipes (LDPE) 75 mm bore of pressure rating 6 kg/ cm2 laid in walls
M&L For TMT steel bar 10mm dia & over cut to length bent to shape required and binding wire with and including MS wire annealed not less than 0.9mm dia as in reinforcement complete all as directed and as specified.
M&L For TMT steel bar 6 mm to 8 mm dia & over cut to length bent to shape required and binding wire with and including MS wire annealed not less than 0.9mm dia as in reinforcement complete all as directed and as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in hard/dense soil.
Removal of excavated soil to a distance exc.50 Mtr and n.exc. 100 Mtr and deposited as directed by Engineer-in-Charge.
M/S ACE BUILDERS (BID ID -3095502)
M/S L.N. TRADERS (BID ID -3095751)
M/S P W ENTERPRISES (BID ID -3095764)
PARBIN SIDDIKI (BID ID -3095792)
M/S ORIENTAL CONSTRUCTIONS (BID ID -3095795)
M/S L N BUILDERS (BID ID -3095775)
J W ENTERPRISES (BID ID -3095788)
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