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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC PLOT NO 19 PAOTA C 3RD ROAD JODHPUR 342001 | JODHPUR | JODHPUR | RAJASTHAN | 342001 | L1 | Accepted-AOC LOWEST REASONABLE BID | |
| 2 | L2₹41.0 L+₹3.2 L (8.49%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹45.5 L+₹7.7 L (20.5%)Rejected-Finance 224 OFFICERS ENCLAVE BEHIND PLV MEMORIAL COLLEGE SHIKARGARH ARMY AREA JODHPUR RAJ 342001 | JODHPUR | RAJASTHAN | 342001 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | Rejected-Technical 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | - | Rejected-Technical Not Eligible bidder as No remarks in WLR of HQ CE WC WLR for QE Dec 2023. | |
| 5 | Rejected-Technical | - | Rejected-Technical Not Eligible bidder as being two class below of eligible class and Valid Enlistment letter for category for a v has not uploaded. |
Tender Value
₹56 L
EMD Value
₹1.1 L
Closing Date
18 May 2024, 6:00 pmClosed
CWE ARMY JODHPUR
CWE ARMY MULTAN LINE ARMY AREA JODHPUR-342010
SPECIAL REPAIR TO ROAD FOR CERTAIN LOCATION UNDER AREA OF AGE B/R-I AT ARMY AREA JODHPUR UNDER GE (ARMY) NO. 01
2024_MES_649194_1
82324/125/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
JODHPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (ARMY) NO. 01
₹1.1 L
Yes
31 Aug 2024
4 Apr 2024
25 May 2024
4 Apr 2024
18 May 2024
25 Apr 2024
5 Apr 2024 - 24 Apr 2024
Amount
Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm each and exc 50 mm deep but not exc 100 mm deep incl removing the unserviceable materials / debris outside the premises not exceeding 50 meter away and disposal of the same complete all as specified and directed by Engineer-in-Charge.
M&L for Preparing Scarified road surfaces and / or unsurfaced 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 applying evenly a priming/ tack coat of paving bitumen VG 40 Grade @ 10 Kg per 10 Sqm mannually or with mechanical sprayer complete all as specified and directed by Engineer-in-Charge.
Material & Labour for premix bituminous macadam using 4 % binder (paving bitumen VG 40 Grade) by weight of total mix laid manually or with mechanical pavers (consolidated thickness 75mm or less), rolled and compacted to gradient and camber required with 8 to 10 tonne power road roller complete all as specified and directed by Engineer-in-Charge. (Tack coat as applicable shall be measured and paid under Serial item 2 here-in-before including preparation and cleaning of surfaces.)
Repair to pot holes any depth n.exc 1 sqm incl sweeping free from dust and mud, water scoring sunken surfaces in roads , path etc. cutting around edges to at least 25 mm in depth and making good by filing in screened and graded road metal watering and well ramming ( including supply of road metal) but making good by applying tack coat @ 5 kg per 10 sqm , putting in premixed bituminous macadam , well rammed and sealed with binder 9.8 kg per 10 sqm , blinded with 0.09 cum of stone chipping , 6.3 mm size and again well rammed (including supply of premixed macadam , binder and chippings) depth of pothole exc. 30mm including rolling of surface with power rolloer of 8 to 12 tons rolller complete all as specified and directed by Engineer-in-Charge.
Preparing black topped 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 of paving bitumen VG 40 Grade @ 5Kg per 10 Sqm with mechanical sprayer and laying bituminous premixed asphaltic semi-dense concrete (consolidated thickness) 30mm thick with 5.5% binder content (paving bitumen VG 40 Grade) by weight of total mix, mixed in central computrized hot mix plant and laid using mechanical self propelled paver and rolled with 8 to 12 tonne vibromax power roller to required camber and gradient complete all as specified and directed by Engineer-in-Charge.
M&L for Sand stone kerb of roughly squared stones of size 15cm x 30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flus complete all as specified and directed by Engineer-in-Charge.
M&L for 150mm thick approved moorum/ Red Bajri filling, spreaded even, compacted and finished as in road berms complete all as specified and directed by Engineer-in-Charge.
M & L for 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 all as per manufacturers instruction complete all as specified and directed by Engineer-in-Charge.
S&F in repair 80mm dia outdoor type, weather proof, unbreakable polycarbonate face roadside convex mirror for vehicle of high visibility orange visor with floor mount type post and brackets, horizontal and vertical angle adjustment complete all as per manufacturer's instructions, fixing to 75mm dia GI pipe 2.10mtr high in post hole of size 60x60x75cm and embedding the same in PCC 1:2:4 type B-1 using 20mm graded stone aggregate including required excavation, complete all as specified and directed by Engineer-in-Charge.
ABS road colour Cat eyes having dual directions reflective panels (Both sides) of size 100 x 100 x 18-20mm with ABS body filled & fixed with epoxy adhessive as per manufacturer and / or fixing with 12 cm long mild steel pin on road complete with PMMA lens with load capacity greater that 50 Kg with visibility 800 meters etc (Colour of reflective panels Amber/ Red/ White) complete all as specified and directed by Engineer-in-Charge incl taking out old unserviceable cat eye any size & and removing the same from site complete.
Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed by Engineer-in-Charge.
Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed by Engineer-in-Charge.
Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, complete all as specified and directed by Engineer-in-Charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Note: (i) Shape/ Design of sign board as approved by GE. (ii) The letters and symbols etc; on both side shall be as per site requirement and as approved. The size and font of wording as per direction of GE.
S&F in repairs Speed breakers (Road bump) made of ABS plastic, of size 750x250x75mm per piece with two reflectors of size 70mmx23mm on each piece fixed on road surface with appropriate nos of mild steel pins and epoxy adhesive complete all as per manufactures instructions including taking out old unserviceable one complete all as specified and directed by Engineer-in-Charge.
Demolition of un reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:4:8 type D-2, (40mm graded stone aggregate) as in sub floor, sub bases, floor and paving etc; complete all as specified and directed by Engineer-in-Charge.
M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour (red and yellow only), design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand and complete all as specified and directed by Engineer-in-Charge.
M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. Complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in kerbs or benching etc including necessary form work complete all as specified and directed by Engineer-in-Charge.
M/S Anil Enterprises
M/S HARIOM CONSTRUCTION COMPANY
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