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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | L1 | Accepted-AOC Accepted being lowest bidder | |
| 2 | L2₹15.7 L+₹7,162.60 (0.46%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L2 | Rejected-Finance Rejected being not lowest bidder | |
| 3 | L3₹19.4 L+₹3.7 L (23.8%)Rejected-Finance | L3 | Rejected-Finance Rejected being not lowest bidder | |
| 4 | L4₹21.7 L+₹6.0 L (38.5%)Rejected-Finance | L4 | Rejected-Finance Rejected being not lowest bidder |
Tender Value
₹23.6 L
EMD Value
₹47,500
Closing Date
27 Jul 2020, 5:00 pmClosed
CWE Kirkee
Headquarters CWE Kirkee, Military Engineer Services, Range Hills Road, Kirkee, Pune-411003
SPECIAL RAPAIR AND RE SURFACEING OF EXISTING BITUMINOUS ROAD AT SARVATRA VIHAR COLONY OF AGE B AND R I UNDER GE CENTRAL KIRKEE
2020_MES_356632_1
CWE/KKE/TOKEN-05 OF 2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Headquarters CWE Kirkee, Military Engineer Service
Please refer tender documents
5 documents required · 5 mandatory
₹500
Yes
GE CENTRAL KIRKEE
₹47,500
Yes
19 Sept 2020
29 Jun 2020
29 Jul 2020
29 Jun 2020
27 Jul 2020
14 Jul 2020
29 Jun 2020 - 6 Jul 2020
Amount
Preparing black top 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 complete all as specified and as directed.
M & L for applying evenly a Priming/Tack coat with bituminous primer at 5 kg per 10 Sq.m using paving bitumen of Grade VG - 10 on Black top surfaces complete all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Hard / Dense soil for damaged road surfaces complete all as specified and as directed.
Removal of excavated material [Soil] to a distance exceeding 250m and not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.
Rolling and consolidating formation surfaces in cutting by using power road roller of 8 to 12 ton capacity complete all as specified and as directed.
M & L for Soling of spread thickness 150mm with broken boulders or quarried stones, interstices filled, surface formed and rolled with power road roller of 8 to 12 ton capacity and consolidated to required gradient and camber complete all as specified and as directed.
M & L for 150 mm thick (Compacted thickness) WBM in two layers of 75 mm thick each , with Granite coarse aggregate of grading 2 (63 to 40 mm size), spread rolled and consolidated to gradient and camber required complete all as specified and as directed.
Preparing surfaces of unsurfaced WBM 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 complete all as specified and as directed.
M & L for applying evenly a Priming/Tack coat with bituminous primer at 10 kg per 10 Sq.m using paving bitumen Grade VG - 10 on WBM surfaces complete all as specified and as directed.
M & L for Premixed Bituminous Macadam laid / rolled and compacted to required gradient and camber [consolidate thickness 75mm or less] using paving bitumen of Grade VG - 30 as binder with 4% by weight of total mix rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and as directed.
M & L for Bituminous Premixed Semi Dense Asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and as directed.
M & L for Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and as directed.
Material and labour for PCC (1:4:8) type D-2 using 40 mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified.
M&L Precast cement concrete 1:2:4 type B-1 (using 20mm greded crushed stone aggregate) for kerb stone set in cement mortar 1:4 complete all as specified and directed.
M & L for Road Marking Strips, Lines, Dashes, Arrows, Letters etc. of 2 mm thick [Reflective Type] of colour White or Golden Yellow on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
M/s ESS KAY Construction
SUBHADRA ENGINEERING AND FABRICATOR
MOHANLAL MATHRANI CONS. PVT. LTD.
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