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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹42.6 L+₹2.7 L (6.75%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹44.2 L+₹4.3 L (10.8%)Rejected-Finance C 101 ADG P CHENNAI | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹44.2 L+₹4.3 L (10.8%)Rejected-Finance NO 2 16 KANGAYAMPALAYAM SULFUR PO COIMBATORE 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹46.9 L+₹7.0 L (17.6%)Rejected-Finance C 150 ADG P CHENNAI | L5 | Rejected-Finance Not being lowest |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
17 Nov 2022, 6:00 pmClosed
CWE WELLINGTON
Headquarters, Commander Works Engineers, Military Engineer Services Ministry of defence Wellington, Barraks-Post, The Nilgiris, PIN 643231
SPECIAL REPAIRS TO ROADS AT GORKHA CAMP BETWEEN BLOCK NO 12 AND 13 AND FARM AREA AND ROAD FROM MI ROOM TO MEDICAL STORE AND PERSONAL LINE OF MH WELLINGTON UNDER GE WELLINGTON
2022_MES_557859_1
84952/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
WELLINGTON
Class D Category a (v)
6 documents required · 6 mandatory
₹500
GE WELLINGTON
₹79,000
Yes
1 Dec 2022
14 Oct 2022
23 Nov 2022
14 Oct 2022
17 Nov 2022
5 Nov 2022
15 Oct 2022 - 28 Oct 2022
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm and depth exceeding 50 mm and not exceeding 100mm deep complete all as specified and as directed.
Demolition of cement concrete in any description and in any position not otherwise specifically provided for, complete all as specified and as directed.
M&L Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and as directed.
Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller, to required level gradient or camber including watering as necessary complete all as specified and as directed.
M&L Soling 150 mm spread thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete as specified and as directed.
M&L Soling (or sub base) 150 mm thick with broken boulders or quarried stone inter stices filled surface formed and rolled and consolidated to required gradient and camber except material complete all as specified and as directed.
M&L 150mm thick WBM, in two layers of 75mm thick each (Compacted thickness) with quartzite coarse aggregates of grading 2 (63mm to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to camber and gradient required complete all as specified and directed.
M&L Preparing WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10kg/10sqm using bitumen VG-10 grade complete all as specified and as directed.
M&L Premix bituminous macadam with binder content of 4% by weight of total mix, (VG-30) (consolidated thickness 75mm or less) laid/rolled and compacted to required gradient and camber complete all as specified and as directed.
M&L Preparing black top surfaces by brushing 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 and applying evenly a priming/tack coat with bituminous primer at 5 Kg/10 Sqm using bitumen VG-10 grade complete all as specified and as directed.
M&L Bituminous premix Semi-dense asphaltic concrete, 40 mm consolidated thickness with 5.5% binder content by weight of total mix, using bitumen VG-30 grade, laid using mechnical paver rolled and compacted to required camber and gradient complete all as specified and as directed.
M&L Hard core using broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 100mm thick, watered and rammed to true surface complete all as specified and as directed.
M&L 100 mm thick, PCC 1:5:10, type E-2 using 40mm graded stone aggregate as in sub base flooring complete all as specified and as directed.
M&L 75mm thick PCC 1:5:10 type E-2 using 40mm graded stone aggregate as in sub base flooring complete all as specified and as directed.
M&L 100 mm thick PCC 1:2:4, type B1 using 20 mm graded stone aggregate as in floors/pavings etc. complete all as specified and as directed.
M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L 80 mm thick machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 M-40 Grade with grey cement and pigment complete all as specified and as directed.
M&L Preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc, and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine complete all as specified and as directed.
S&F Cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed.
S&F 24 inch Convex Mirror for road as per manufactures instructions complete all as specified and as directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 45 cm deep and getting out complete all as specified in hard/dense soil complete all as specified and as directed.
M&L Precast RCC 1:2:4, type B1, using 20mm graded stone aggregates as in cover slabs for manhole, shelves etc, set in cement mortar 1:6 complete all as specified and as directed.
M&L TMT steel bars 10 mm dia and over, cut to length , bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed ) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
Demolition of brick work or stone/boulder masonry built in cement mortar complete all as specified and as directed.
M&L Pre-cast cement concrete block masonry with solid blocks exceeding 10 cm in width, of cement concrete 1:3:6, Type C1, using 20mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and as directed.
M&L PCC1:3:6 type C1 using 20 mm graded stone aggregate as in copings bed blocks for hold fast including use and waste of form work complete all as specified and as directed.
M&L 15mm thick rendering in CM 1:6 on walls on brick work or concrete surfaces including finished surfaces even and smooth without using extra extra cement complete all as specified and as directed.
Removing excavated material exc 250m but n.exc 500m and depositing where complete all as specified and as directed.
Sree Constructions
ACE PROMOTERS
KSR AND COMPANY
S.RAMACHANDRAN
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