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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-AOC 00 INDRA NAGAR ORAI ORAI JALAUN UTTAR PRADESH 285001 | JALAUN | UTTAR PRADESH | 285001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹34.5 L+₹9.8 L (39.5%)Rejected-Finance 193 1 CIVIL LINES BAREILLY 243001 | BAREILLY | UTTAR PRADESH | 243001 | L2 | Rejected-Finance Found in order but L2 |
Tender Value
Refer Docs
EMD Value
₹77,562
Closing Date
18 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ CWE Meerut
29J The Mall Road Meerut Cantt Uttar Pradesh 250001
PROVN OF ROAD AND PATHWAY AT 522 ASC BN LOCTION UNDER GE (P) MEERUT CANTT
2024_MES_679636_1
94148/MRT/2024-25/E8
Open Tender
Civil Works
Item Rate
120 days
Meerut Cantt
Please refer Tender documents
7 documents required · 7 mandatory
₹500
GE (P) Meerut
₹77,562
Yes
20 Dec 2024
15 Oct 2024
21 Nov 2024
15 Oct 2024
18 Nov 2024
30 Oct 2024
Amount
Excavation over areas not exc 1.5m deep and getting out in any type soil complete all as specified and directed.
M&L rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller complete to required levels, gradient, slopes, camber and super elevation including filling depression with and including approved earth which may occur during rolling complete all as specified and directed.
M&L for soling or sub base in 150mm (Spread thickness) with broken inter sticks filled, surface formed rolled and consolidated to required gradient, level, camber, super, elevation, rolled and consolidation with 8 to 12 tonne power roller complete all as specified and directed.
M&L for 150mm thick (compact thickness) WBM in two layers with coarse aggregate of grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient, level, camber superelevation complete all as specified and directed.
Preparing unsurfaced water bound macadam surfaces by brusing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
M&L applying evenly a priming/ tack coat with bituminous primer grade VG-10 @ 10Kg per 10 Sqm below BM surface complete all as specified and directed.
M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber, consoilidated thickness 50 mm with binder content 4% by weight of total mix using hot mix, using paving bitumen Vg 30 laid with mechanical paver & mixed in hot mix plant, rolled and compacted to required camber and gradient complete all as specified & directed.
M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface by mechnical air compressor to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminous primer grade VG-10 @ 5Kg per 10 sqm over BM and providing 40mm thick Semi Dense Asphaltic Concrete with paving bitumen VG-30 @ 5.5% binder content by weight of the total mix, laid with mechanical paver & mixed in hot mix plant, rolled and compacted to required camber and gradient complete all as specified & directed.
Excavation in trenches, not exc. 1.5m wide and not exc 1.5m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.
Surface Excavation not exc. 30cm deep avg 15cm deep and getting out in soft / loose soil complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling, mass concrete complete all as specified and directed.
M&L for 100 mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed.
M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the requred line, level and crvature, jointed with cement mortar 1:3 (1 cement 3 course sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete all as specified and directed.
M&L for sand filling under floors or in foundation including watering and consolidate complete all as specified and directed .
M&L machine pressed precast concrete interlocking paver block glossy finish any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and no pigment complete all as specified and directed.
Supply and fixing for PVC unbreakable cat eye surface type ILC non shank Road stud of size 101mm x 90mm x 16mm of yellow/ red colour reflective area 16sqcm of having reflector on both sides fixed with epoxy on road or as per manufacturers instructions completed all as specified and directed. Make :- 3M USA/ Avery or equivalent of other make as approved by GE.
M&L for preparing bituminous surfaces of road and marking 2.0 mm thick centre lines, stop lines, dashes, arrow etc. and the like not exc 10 CM wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.
M&L mild steel TMT bars 10mm dia and over and cut to length bent to shape requiered including cranking bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L for providing precast RCC in cover slab (for Manhole covers, drain covers) 1:2:4 type B-1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:6 complete all as specified and directed.
Removing excavated material not exc 50m depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed.
Sudhir Sharma Associates (BID ID -3157408)
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