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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹40.9 L+₹69,522.05 (1.73%)Rejected-AOC 21 GURUKRIPA PATIL LAYOUT GOPLA NAGAR NAGPUR 440022 | NAGPUR | NAGPUR | MAHARASHTRA | 440022 | L2 | Rejected-AOC NOT LOWEST BIDDER | |
| 3 | L3₹41.2 L+₹97,858.20 (2.43%)Rejected-AOC BLOCK NO 306 A SAI NIVAS CHOUDHARY CHOWK JARIPATKA NAGPUR 440014 | NAGPUR | NAGPUR | MAHARASHTRA | 440014 | L3 | Rejected-AOC NOT LOWEST BIDDER | |
| 4 | L4₹44.8 L+₹4.6 L (11.5%)Rejected-AOC | L4 | Rejected-AOC NOT LOWEST BIDDER |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
3 Jan 2020, 6:00 pmClosed
CWE NAGPUR
Commander Works Engineers Bldg No. P-9, Sitabuldi Fort, Nagpur-440 001 Pin-900419, C/o 56 APO
PROVN OF ALTERNATE ENTRY/EXIT ROAD FOR MAP PH-II OFFRS ACCN IN NAGPUR, WIDENING OF ROAD IN FRONT OF GATE NO 02, FRI BUILDING AND MI ROOM, SPECIAL REPAIRS OF ROAD FROM MAIN GATE NO 2 TO TECH AREA OF CERTAIN UNIT AND INTERNAL ROAD ALONGWITH INTERLOCKIN
2019_MES_296479_2
84657/E8
Open Tender
Miscellaneous Services
Item Rate
180 days
GE KAMPTEE
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
GE KAMPTEE
₹90,000
29 Jan 2020
6 Dec 2019
4 Jan 2020
6 Dec 2019
3 Jan 2020
17 Dec 2019
6 Dec 2019 - 14 Dec 2019
Amount
Surface dressing n exc 15 cm deep as in soft/ loose soil complete all as specified and as directed.
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas, not exceeding 1.5 metre deep and getting out in soft/ loose soil complete all as specified and as directed.
All as per item No 03 above, but as in Hard/ Dense soil
All as per item No.03 above, but as in Hard rock by chiselling
Removing excavated material/soil to a distance not exceeding 50m depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed.
Removing excavated material/soil to a distance exc 250m, but not exceeding 500m and depositing where directed complete all as specified and directed.
M&L for approved moorum/red bajari, in floors or pavings, laid in layers n exc 15 cm thickness, spread, levelled and rammed including watering, complete all as specified and as directed.
Demolition of cement concrete (un-reinforced) in any description and in any position not otherwise specifically provided for and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 50 m all as specified and as directed by Engineer-in-Charge..
M&L for cement concrete 1:4:8 type D-2 (using 40mm graded granite stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed.
M&L for cement concrete 1:3:6 Type C-1 (by using 20mm graded stone aggregate) as in lintel up to 1.5m clear span, sills, steps, seismic bands, parapet, coping benching. Bed plates, kerbs and the like including weathering, slightly rounded and chamfered angles and throating etc, complete all as specified and as directed.
M&L for 100 mm thick plain cement concrete 1 : 2 : 4 Type B-1 (by using 20mm graded stone aggregate) as in base of hardstanding etc finished even and smooth without using extra cement etc., complete all as specified and as directed.
M&L for brick work with fly ash bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 (Using old size brick) complete all as specified and as directed.
M&L for Rendering 15 mm thick in CM 1:4 on fair faces of brick masonry or concrete surfaces, finished even & smooth without using extra cement complete all as specified and as directed.
M&L for reinforced concrete pipes of diameter 600 mm, class NP2, laid and jointed complete with collars, complete all as specified and directed by Engr-in-charge.
M&L for preparation of new plastered surfaces of walls & applying two coats of cement base paint of approved make complete all as specified and as directed.
M&L for rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne including filling in hollows and depressions, watering as necessary and consolidating to required level, camber, gradient, keeping roller wheels wet complete all as specified and as directed.
M&L for 150mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone surface formed , rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber, complete all as specified and as directed.
M&L for 150mm thick (compacted thickness) WBM (laid and rolled in two layers of 75mm thick each) with coarse aggregates(Granite, trap or basalt ) of grading 2 (63 to 40mm size) or of grading 3 (50mm to 20mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.
M & L for 80mm thick, M-40 grade, rubber finish machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 laid over 30mm thick stone dust screed/cushion, with grey cement and pigment complete all as specified and as directed.
M&L for Rubber finish chequered cement concrete tiles 30 cm x 30 cm x 25mm thick set, laid over and including 20mm thick screed bed or bedding layer in CM 1:6 jointed and pointed in neat cement slurry as in floor with grey cement and no pigment complete all as specified and as directed.
Repairs to pot holes any depth, not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc., cutting around edges to exceeding 25mm in depth, making good by applying tack coat at 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with Binder 9.8 kg per l0sqm, blinded with 0.09 Cum of stone chippings 6.3mm size and again well ramming (including supply of premixed bituminous macadam binder and chippings), depth of pot holes exc 30 mm, complete all as specified and as directed.
Material & Labour for preparing unsurfaced water bound macadam 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 and applying evenly a tack coat with bituminous primer using paving bitumen @ 7.5 kg per 10 Sqm with bitumen grade VG-30 on unsurfaced water bound macadam using mechanical sprayer complete all as specified and directed. Note: The work should be executed by using hot mix mechanical sprayer.
M&L for premix bituminous macadam (consolidated thickness 75mm or less) with 4% binder content by weight of total mix (paving bitumen of grade VG-30), mixed in hot mixed plant and laid by using mechanical paver and rolled & compacted to required gradient and camber using 8 to 12 tonne power roller complete all as specified and as directed.
Material & Labour for preparing unsurfaced water bound macadam 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 and applying evenly a tack coat with bituminous primer using paving bitumen @ 10 kg per 10 Sqm with paving bitumen grade VG-30 on unsurfaced water bound macadam using mechanical sprayer & 40 mm thick premixed asphaltic semi dense concrete ( consolidated thickness) with 5.5% binder content (minimum) by weight of total mix, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller, complete all as specified and directed. Note: The work should be executed by using hot mix plant and mechanical paver & mechanical sprayer.
Material & Labour for preparing 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 and applying evenly a tack coat with bituminous primer using paving bitumen @ 5 kg per 10 Sqm with paving bitumen grade VG-30 including premixed asphaltic semi-dense concrete 40 mm consolidated thickness with 5.5% binder content (paving bitumen VG-30) by weight of total mix, Spread & levelled using mechanical paver, rolled and compacted to required camber and gradient using 8 to 12 tonne power roller complete all as specified and as directed Note: The work should be executed by using hot mix plant and mechanical paver & mechanical sprayer.
Material & Labour for painting lines, dashes, arrows etc., by applying 2.0 mm thick thermoplastic road marking compound of white/yellow of approved make and shade for road marking (including glass beads 300 grams/Sqm), not exceeding 10cm width on bituminous roads/pavements or on concrete surfaces using,” Hot processor Plant” complete all as specified and as per manufacturer instructions. Note: Road marking paint shall be applied with mechanical equipment only.
S & F in repairs solar road stud of size 125mm X 125mm X 20mm aluminium alloy & polycarbonate stud (Red/ yellow LEDs) 3+3 leds with shank in tough aluminium diecast body with stem complete all as specified and as directed.
S&F aluminium road studs of size 100x100x20mm reflective, mocroprismatic (red/yellow/white) with MS zinc coated nails of size 12 mm dia and 120 mm long having both as sides (dual direction) high impact ABS 3 Nos of eyes of 16 mm dia on both sides containing 7 heads each i.e 42 heads in retro reflection etc. complete aluminium coated of approved quality and fixing all as specified, as directed and as per manufactures's instructions, complete all as specified and as directed.
S&F regular delineators made out of MS pipe of 75mm dia with powder coating/stove enamelled, 120cm long with prismatic/commercial AVERY DENISON 3M USA grade reflective sheeting colour coding as approved and provided with reinforced mesh as per manufacturer instructions, with necessary earth work and PCC 1:2:4 type B-1 using 20 mm garded granite stone aggeregate for fixing delinator, complete all as specified and as directed.
S & F diamond retro reflective boards in shape of rectangle of size 1.0 m X 1.4 m made out of 2 mm thick stainless steel both side bonded / pested with high prismatic sheet manufactured by " Avery Dennison" or 3 m with desired letters/ logos/ designed as directed. The board shall be supplied with and including stainless steel frame made out of 25 mm dia pipe in frame around duly welded with and including stainless steel sheet and stainless steel posts of 38 mm dia and full length of 2.0 m one side and 2.8 m other side complete all as specified and directed. Note: The fixing of board with PCC 1:2:4 type B-2 filling of size 45 X 45X 60 cm is deemed to be included in the quoted rate.
S & F diamond retro reflective boards in shape of square of size 0.75 m X 0.75 m made out of 2 mm thick stainless steel both side bonded / pested with high prismatic sheet manufactured by " Avery Dennison" or 3 m with desired letters/ logos/ designed as directed. The board shall be supplied with and including stainless steel frame made out of 25 mm dia pipe in frame around duly welded with and including stainless steel sheet and stainless steel posts of 25 mm dia and full length of 1.5 m one side and 1.8 m other side complete all as specified and directed. Note: The fixing of board with PCC 1:2:4 type B-2 filling of size 45 X 45X 60 cm is deemed to be included in the quoted rate.
S & F of 900 mm dia Convex mirror made of PC material provided with suitable MS pipe post, duly powdered coated of road turning, intersections, curves, T junctions, parking lots etc and also ideal for surveillance. It should have clear & definite mirror image having 130 degree of veiwing angle. It is unbreakable & stronger than glass. Note: The fixing of Convex mirror with PCC 1:2:4 type B-2 filling of size 45 X 45X 50 cm is deemed to be included in the quoted rate.
NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs.24,637.50 /- ]
Asha Enterprises
Manoj Jethani
Khushi Construction
Bidder Name
vidhamal&sons
Khushi Construction
Asha Enterprises
Manoj Jethani
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