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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹10.9 L+₹15,668 (1.46%)Rejected-AOC | L2 | Rejected-AOC OTHER THAN LOWEST BIDDER | |
| 3 | L3₹10.9 L+₹17,043 (1.59%)Rejected-AOC | L3 | Rejected-AOC OTHER THAN LOWEST BIDDER | |
| 4 | L4₹12.4 L+₹1.7 L (15.5%)Rejected-AOC FLAT NO 4 C GH 39 MANSA DEVI COMPLEX SECTOR 05 PANCHKULA 134 109 HRY | PANCHKULA | PANCHKULA | HARYANA | 134109 | L4 | Rejected-AOC OTHER THAN LOWEST BIDDER | |
| 5 | L5₹13.5 L+₹2.8 L (25.8%)Rejected-AOC | L5 | Rejected-AOC OTHER THAN LOWEST BIDDER |
Tender Value
₹17 L
EMD Value
₹34,000
Closing Date
20 Jul 2020, 6:00 pmClosed
S F AUGUSTINE GE KASAULI
GARRISON ENGINEER KASAULI PIN 173204 PH 01792273107
REPAIR AND MAINT TO INTERNAL ROADS OF KASAULI AND DAGSHAI STN UNDER AGE B AND R KASAULI
2020_MES_355413_1
GEK-26/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
KASAULI
As per NIT
7 documents required · 7 mandatory
₹500
GE KASAULI
₹34,000
Yes
24 Jul 2020
24 Jun 2020
22 Jul 2020
24 Jun 2020
20 Jul 2020
8 Jul 2020
Amount
Schedule 'A' Section - I
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 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 of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @5 kgs /10 sqm on black surfaces complete all as specified and as directed.
M&L for laying pre-mixed bituminious carpet 30 mm thick consolidated thickness and mixed with 0.41 cum per Ten Sqm of stone chippings mixed with 21.90 kgs of binder per ten sqm of viscosity grade paving bitumen (VG- 10 confirming to IS-73 : 2006) using continious drum mixing(mini hot mix plant), rolled and compacted to required camber and gradient with 8 to 12 ton power road roller to achieve uniform smooth surfaces complete all as specified and as directed.
M&L for premixed sand seal coat mixed with 0.06 Cum of sand 6.80 Kgs of paving bitumenous of grade VG-10 (conforming to IS-73-2006) and rolled to uniform smooth surface with 8 to 12 ton road roller complete all as specified and as directed.
M&L for premix bituminious macadam (Consolidated thickness 75mm or less) with binder content 4% by weight of total mix & roll with 8 to 12 tonne power road roller and compacted to required camber, gradient complete all as specified and as directed.
Repairs to pot holes any depth n. exc 30mm and of any description, n.exc 1 sqm each incl sweeping free from dust and mud or water, scoring sunken surfaces in roads etc, cutting around edges atleast 30 mm in depth, making good by applying tack coat viscosity grade paving bitumen (VG-10 confirming to IS-73 : 2006 ) @ 5 Kg per 10 Sqm putting in to bituminous premix as specified for bituminous carpet (3.00 cm consolidated thickness as specified here-in-after) well rammed/rolled and sealed with premixed sand seal coat (6.8 kg of binder mixed with 0.06 cum of sand) again well rammed (including supply of premix, binder and sand) complete all as specified and as directed.
M&L for repair to pot holes, any depth, not exceeding 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces of black top, cutting around edges at least 25mm in depth & making good by filling in screened & graded road metal, watering and well ramming (including supply or road metal) and inspected/approved before laying the premix carpet complete all as specified and as directed.
M&L for applying evenly a priming/tack coat of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @10 kgs /10 sqm on black surfaces i.e. pot holes and below Bituminous macadam complete all as specified and as directed.
Durga Construction
M/S Anil Gupta
Babu Ram Sud and Sons
Varindera And Varindera Construction
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