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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.1 LAccepted-AOC A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | L1 | Accepted-AOC Awarded being 1st Lowest Bidder | |
| 2 | L2₹62.4 L+₹7.4 L (13.4%)Rejected-Finance | L2 | Rejected-Finance Rejected being 2nd Lowest Bidder | |
| 3 | L3₹77.0 L+₹22.0 L (39.9%)Rejected-Finance H NO 282 GREEN CITY II BATHINDA | BATHINDA | PUNJAB | 151001 | L3 | Rejected-Finance Rejected being 3rd Lowest Bidder |
Tender Value
₹77.7 L
EMD Value
₹1.4 L
Closing Date
6 Feb 2020, 6:00 pmClosed
CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
SPECIAL REPAIRS TO ROAD, BERMS AND ROAD FURNITURE AT MILITARY STATION FARIDKOT
2019_MES_301720_1
CA NO. CWE SGNR - 56 OF 2019-20
Open Tender
Civil Works - Roads
Item Rate
90 days
GE FARIDKOT
Class C
Category a(i)
10 documents required · 10 mandatory
₹1,000
GE FARIDKOT
₹1.4 L
Yes
18 Feb 2020
2 Jan 2020
8 Feb 2020
2 Jan 2020
6 Feb 2020
23 Jan 2020
Amount
M&L for preparing unsurfaced existing/old WBM 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 material & labour for applying evenly a tack coat with bituminous primer (VG-10) @ 7Kg/10 Sqm on WBM surface to receive 40mm bituminous premixed semi dense asphaltic concrete complete all as specified and directed by Engineer-in-Charge. Note :BM shall be measured and paid seperately.
M & L for providing premixed bituminous macadam (compacted thickness 75mm or less) using 4% binder content (VG-30) by weight of total mix laid with self propelling mechanical paver finisher, rolled and consolidated to required gradient and camber complete all as specified and directed by Engineer-in-Charge.
M&L for repair to pot holes any depth n. Exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to atleast 25mm in depth, making good by applying evenly a tack coat with bituminous primer @ 3Kg/10Sqm, putting in premix as specified for 25mm consolidated thickness of bituminous premix semi dense asphaltic concrete in sera item No. 5 here in after but 25mm thickness & filled up to the top level of existing road, well rammed and compacted with 8 to 12 tonne power roller, depth of pot hole n. exc. 30mm complete all as specified and directed by Engineer-in-Charge. Note :- Semi dense ashphaltic concrete layer above pot holes level shall be measured and paid seperately.
M&L for preparing unsurfaced existing 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 material & labour for applying evenly a tack coat with bituminous primer (VG-10) @ 3Kg/10 Sqm on bituminous surface to receive 30mm thick bituminous premixed semi dense asphaltic concrete complete all as specified and directed by Engineer-in-Charge. Note :- Semi dense ashphaltic concrete shall be measured and paid seperately.
M & L for providing 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.50% binder content (bitumen of grade VG-30) by weight of total mix, laid with self propelled mechanical paver finisher, rolled and compacted to required camber and gradient with power roller complete all as specified and directed by Engineer-in-Charge.
M & L for (machine made) pre-cast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone of any size with plain fair faces, smooth finish, including chamfering, weathering, throating etc set in cement mortar 1:4, including necessary form work and excavation & earth work for embedding kerb stone at a depth as directed & temping around kerb stone and removal of surplus soil to a distance n.exc 50 metre & depositing where directed complete all as specified and directed by Engineer-in-Charge
M&L for preparation of old concrete/brick surfaces of any description over 10cm width or girth, not otherwise described and applying one coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.
Removal of excavated surplus soil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .
M&L for hard core of broken bricks aggregate of gauge not exceeing 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
M & L for plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed by Engineer-in-Charge.
M & L for 25mm thick sand cushioning with dry coarse sand under floors or in foundation including watering and consolidated complete all as specified and directed by Engineer-in-Charge.
M&L for 60mm thick precast machine pressed coloured interlocking paving blocks M-35 grade using grey cement and pigment, of any shape and size conforming to IS 15658-2006 as approved by GE complete all as specified and directed by Engineer-in-Charge.
Dismantling of brick work built in cement mortar or lime mortar including all quions, pillars etc. of any description and in any positioncomplete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick moorum/Red bajri, spread rolled and consolidated to gradient and camber required as in berms etc complete all as specified and directed by Engineer-in-Charge.
Supplying & fixing in replacement of MS round delinator 50mm dia and 900 mm long having 2 No 100 mm dia highly reflective reflector made of PMMA and mounted on MS pipe of 50 duly powder coated anti rust and anti theft steel net available in red/white or yellow and embedding the same in PCC (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified & directed by Engineer-in- charge. Make: International Wire Products or equivalent of Dark Eye (DA No.952) / Surya Enterprises/Greenlite/TATA BP Note : Size of PCC block for embedding delinator shall be 10cmx10cmx15cm and cost of PCC shall be included in the unit rate of this item.
S&F in replacement Solar road stud 125mm x 125mm x 25mm made from aluminium alloy and construction powered by mono crystal solar panel with high capacity Ni-Cd rechargeable battery having view distance 1000 meters, LEDs-010mm, 6 pieces for high brightness, 12 hours of continuous lighting at night complete all as specified and directed by Engineer-in-Charge. Make : Cat Part No . GPL-03-01 of Greenlite or equivalent model of international Wire product//Sinor Infrastructure/TATA BP
M & L for painting lines, dashes, arrows, letters etc on road / pavement and like using thermoplastic road marking paint, for a dry film 2.5mm thick @ 5 Kg per Sqm. Binder contents 18.0% min, glass beads 30-40%, Titanium, Dioxide 10.0% min, CaCos and inert fillers 42.0 max, including preparation of old / new surface complete all as specified and directed by Engineer-in-Charge. Make : Reliance / Shivalik / Swastic ------------------------------------------------------------------------- Note : A sum of Rs. 66,050.00 will be deducted on account of credit for scarifying metal / gravel taken down material. Please refer details on Srl Page No. 18 (Schedule of Credit) of Tender documents.
FAIR DEAL CONSTRUCTION CO
M/s Azure Infrastructure Construction Co.
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