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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC DH 101 DEEN DAYAL NAGAR MAHARAJPUR GWALIOR 474020 MP | GWALIOR | MADHYA PRADESH | 474020 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹69.5 L+₹20.5 L (41.8%)Rejected-Finance 205 KRISHNA NAGAR GOLA KA MANDIR NEAR AIRTEL TOWER NO 01 MORAR GWALIOR 474005 | GWALIOR | GWALIOR | MADHYA PRADESH | 474005 | L2 | Rejected-Finance Not become lowest bidder |
Tender Value
₹79.2 L
EMD Value
₹1.4 L
Closing Date
3 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE JHANSI
HQ CWE JHANSI
SPL REPAIR TO ROAD IN VARIOUS LOCATION OF AGE B/R-II UNDER GE GWALIOR
2024_MES_663309_1
CWE/JHA/GWL/TOKEN/20 OF 2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
GWALIOR
As per tender documents
9 documents required · 9 mandatory
₹1,000
GE GWALIOR
₹1.4 L
Yes
5 Nov 2024
1 Jul 2024
5 Sept 2024
1 Jul 2024
3 Sept 2024
22 Jul 2024
Amount
Scarifying or picking graveled macadam or bituminous macadam surfaces in area n exc 400 Sqm each and depth exc. 50 mm but n. exc 100 mm complete all as specified and directed.
M&L for 100mm thick (compacted thickness) WBM with coarse aggregates (Granite/ trap/ Basalt stone) of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
All as per Ser item No 2.00 above but except stone 100mm thick (compacted thickness) WBM with coarse aggregates (Granite/ trap/ Basalt stone) of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber require complete all as specified and directed.
M&L for preparing surfaces of un-surfaced WBM 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, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed.
M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled by mechanically power roller and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
M&L for preparing old black top surfaces of road 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, applying evenly a priming/tack coat with using paving bitumen VG-10 @ 5 kg per 10 sq metre complete all as specified and directed.
M&L for providing bituminous premix asphaltic semi dense concrete (design mix) 40 mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of machanical pavers over primed black top surfaces, rolled and compacted by to required camber and gradient complete with 8 to 12 tonne mechanically power roller complete all as specified and directed.
M&L for providing bituminous premix asphaltic semi dense concrete (design mix) 30 mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted by to required camber and gradient complete with 8 to 12 tonne mechanically power roller complete all as specified and directed. Note : Filling of any pot holes (coming in the area to be re-carpeted) in the item not exc 30mm depth by material of premix asphaltic semi dense concrete is deemed to be included in the quoted rate.
Repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, with using paving bitumen VG-10, putting in premixed bituminous macadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm complete all as specified and directed.
M&L moorum /red bajri filling in floors or paving laid in layers n exc 15cm thick spread leveled and rammed including watering complete all as specified and directed.
M&L for one coat of Painting Lines, Dashes, arrows, letters etc. on roads, pavements and the like not exc 10 cm wide with road marking paint, white or golden yellow (retro reflective thermo plastic road marking paint 1.25 mm thick, uniform finish yellow / white in colour, applied by machine) ,all as specified and conforming to BS 3262-1989 including cleaning of surface completed all as specified and as directed.
S & F in repair CAT eye solar reflected type of metal body allow of size 100 x100x20 mm with PAMA striplens reflector of modal no DA-972.0 fixed with and including MS studs of suitable size as per manufactures instructions etc completed all as specified and directed.
S&F in repair Solar Delinator size 1000x 47mm is made of polycarbonate and toughned aluminium alloy body and height 145mm, dia 80mm comprises of 4 super bright LEDs whch give 360 degree veiwing including solar panel 2.5V, 120mm( approx) 1.25 V rechargable battary 1- Noincluding surface dressing and PCC 1:2:4 unsing 12.5 graded aggregate complete all as specified and directed.
Supply and Fix in repair solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mmx 125mm x25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4 V/ 0.3 watt NI-ed recharchable battary ( 1.2V/ 1600ma) consisting of super bright LED with 10000 to 18000mcd completed as per manufatures instruction etc completed all as specified and directed.
Demolition of cement concrete of any description and in position not otherwise specially provided for and removing from site complete all as secified 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 soil to a distance not exc 50 m depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M/L for providing PCC 1:4:8 type D2 using (40mm graded stone aggregate) in foundation, filling and mass concrete, levelling course etc.complete all as specified and direted,
Material and labour for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with aproved colour, design & pattern as in foothpath, parks, lawns, drive ways or light traffic parking etc. of required strenght, thickness & size / shape, made by table vibrating 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 interlocking 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 cement complete all as specified and directed.
Material and labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with aproved colour, design & pattern as in foothpath, parks, lawns, drive ways or light traffic parking etc. of required strenght, thickness & size / shape, made by table vibrating 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 interlocking 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 cement complete all as specified and directed.
M&L for cement concrete ( 1:2:4) type B-0 (12.5 mm graded agrregate) in lintels upto 1.5m clear span, cills, stes, seimic and other similar bands, plinth course, string course, lacing cours, arapets and railings upto 60cm in height, coping, kneelers, apex stones, bed plates, kerbs, water througs and the like including wheathering slightly rounded or chamfered angle and throating complete all as specified and directed.
M&L for Rough dressed sand stone slab flooring 40 mm thick laid dry but bedded, jointed and pointed in cement mortar 1:3 in vertical surfaces including excavtion and making good sufaces complete all as specified and directed.
BEHL CONSTRUCTION CO (BID ID -3073096)
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