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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST AND REASONABLE | |
| 2 | L2₹18.5 L+₹15,550 (0.85%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹20.3 L+₹1.9 L (10.5%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹21.6 L+₹3.3 L (17.8%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹21.7 L+₹3.4 L (18.4%)Rejected-Finance 112 SHIV NAGAR II MURALIPURA SIKAR ROAD JAIPUR RJ | JAIPUR | RAJASTHAN | 302001 | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
30 Dec 2019, 6:00 pmClosed
CWE Jaipur
HQ CWE Jaipur
SPL REPAIR TO INTERNAL ROAD AND PATH AT COMD CAMP UNDER ZONE-I AREA AND SPL REPAIR TO ROAD WITH PATH AT 32 ARMY DOG UNIT AND PROVN OF CONSTRUCTION OF BLACK TOP ROAD (APPROX 100M) FROM HQ RTG ZONE JAIPUR (REAR GATE OF OLD LOC OF HQ SWC) TOWARDS THE OL
2019_MES_303093_1
CWE/81920/JPR/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
Jaipur
please refer tender documents
6 documents required · 6 mandatory
₹500
Yes
GE Jaipur
₹56,000
Yes
12 Feb 2020
2 Dec 2019
3 Jan 2020
2 Dec 2019
30 Dec 2019
17 Dec 2019
2 Dec 2019 - 12 Dec 2019
Amount
Excavating over areas, not exceeding 1.5 m deep and getting out Soft / loose soil complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed
Dismantling of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) complete all as specified and directed.
Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc. with laid dry or laid dry and pointed complete all as specified and directed.
Demolition of concrete in ground floors and paving n exc. 15 cm thickness (below or above ground level complete all as specified and directed.
M&L for Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified and directed.
M&L for preparation new concrete surfaces of any description over 10 cm in width or girth, not otherwise description and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed .
M&L for precast cement concrete block or slabs 150mm thick (1:2:4) type B-1 using 20mm graded stone aggregate with plain or interlocking joints as directed complete in walls setting in CM (1:6) complete all as specified and directed .
M&L for hardcore of broken stone or boulders gauge exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed.
M&L for 75 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block, 60mm thickness, M-35 grade of any shape and size confirming to IS-15658-2006, with grey cement and no pigment laid over and including 25mm thick coarse sand laid over sub base as specified and directed.
M&L for machine pressed precast concrete interlocking paver block, 60mm thickness, M-35 grade of any shape and size confirming to IS-15658-2006, with grey cement and pigment laid over and including 25mm thick coarse sand laid over sub base as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm all as specified and directed.
Rolling and consolidating formation surfaces in cutting Power roller exceeding 8 tonne ¬ exceeding 12 tonne complete all as specified and directed.
M&L 200mm thick (spread thickness) soiling (or sub base) in one layer of 100mm and one layers of 100mm spread thickness and each layers to be rolled and consolidated separately with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller
M&L 150 mm thick (compacted thickness WBM in two layers of 75mm compacted thickness and each layer to be rolled and consolidated separately with coarse aggregates of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) spread, rolled and consolidated to gradient and camber required type of aggregate limestone, sandstone, flint or quartzite.
M&L for preparing new WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with air blown compressor to remove all loose dirt etc & applying evenly a priming tack coat with bituminous primer VG-30 @ 10 Kg per 10 Sqm paving bitumen in existing surface of road complete all as specified and directed.
M&L for preparing the black top surfaces of road 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, applying priming/tack coat with bituminous primer (VG-30) viscosity grade @ 5Kg/10 Sqm complete all as specified and directed.
M&L for bituminous premix asphaltic semi dense concrete 30 mm thick (consolidated thickness) with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed.
M&L for premix bituminous macadam mixed with paving bitumen 4% binder (viscosity grade VG-30) contents any penetration laid/rolled and compacted to required gradient and camber (Consolidated thickness not exceeding 75mm) with 8 to 10 Ton power roller all as specified and directed.
M&L for Stone kerb of roughly squared sand stones of size 30 cm Height and 2.5 cm thick, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar (1:6) and struck flush complete all as specified and directed.
M&L for bituminous premix asphaltic semi dense concrete 40 mm thick (consolidated thickness) with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed.
M&L for cleaning and preparing the road surfaces for road marking with reflective thermoplastic white/yellow road marking paint conforming to BIS 3262, laid through road marking machine in a layer of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.
Supply & fix standard quality solar stud aluminium alloy and PC construction, solar powered by monocrystal solar panel with product specification as under:- Construction : Aluminium-alloy shell, Colour-Yellow, Red, Blue, Green or white, 100% water proof design according to IP-65, Working time- 3 to 4 days after fully charged battery, Dimension: 125mmx125mmx25mm (shank 60mm), Charging Time- 5 to 6 hours from direct sun light, High efficiency Mono-Cstalline solar Panel 2.4V/0.3 Watt), Working Temp 10*-75*C, One-Ni-Mh or Ni-cd rechargeable Battery (1.2V/1600MA), Six super bright LED with 10,000 to 8000 med (Millicandela) view distance upto 1000 meters, flash rate 2H2 or according to customers requirements bearable weight 10 tons approx. Life Span- Three to five years. Model “DHRUV in dark eye or equivalent in tata VPI &Gogia plastic.
S&F delineators made of ABS round body fitted with two Nos 110mm dia high reflective reflectors and having a pipe (duly powder coated) sponsor plate can also provide for sponsorship two small rectangular reflectors of size 70mmx23mmx2 Nos each side for better reflectivity on pipe 100 cm long painted with white/black colour provided, embedded in PCC (1:2:40 type B1 with 20mm graded stone aggregate (size of block 15cmx15cmx10cm) all as directed by engineer-in-charge make; Model No DA74 Dark eye or equivalent Gogia plastic or equivalent in Sun Traders.
Schedule of Credit
AMIT RISHABH BUILDERS PVT LTD
M/S JALANDRA CONSTRUCTIONS
Ms Hari Deva Builders
m/s nemichand contractor
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