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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L1 | Accepted-AOC AOC | |
| 2 | L2₹36.6 L+₹8.3 L (29.4%)Rejected-Finance | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹37.7 L+₹9.4 L (33.1%)Rejected-Finance FLAT NO 301 PEARL APARTMENT PLOT NO 121 SECTOR 8A AIROLI NAVI MUMBAI 400708 | NAVI MUMBAI | THANE | MAHARASHTRA | 400708 | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹38.0 L+₹9.7 L (34.4%)Rejected-Finance | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | L5₹38.4 L+₹10.1 L (35.8%)Rejected-Finance | L5 | Rejected-Finance Bidder not quoted L1 rates |
Tender Value
₹34.1 L
EMD Value
₹68,240
Closing Date
22 Feb 2024, 6:00 pmClosed
HQ CWE PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85893 WIDENING OF EXISTING BLACKTOP ROAD BETWEEN NURSING OFFICERS MESS AND BLDG NO. P-76 OF COMMAND HOSPITAL (SC) UNDER GE (SOUTH) PUNE
2024_MES_638986_1
85893 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
183 days
GE SOUTH PUNE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SOUTH PUNE
₹68,240
Yes
28 Mar 2024
25 Jan 2024
24 Feb 2024
25 Jan 2024
22 Feb 2024
10 Feb 2024
Amount
Demolition of brick/PCC block/stone masonary built in cement mortar complete all as specified and directed.
Excavating over area not exceeding 1.5mtr deep and getting out soft/loose soil complete all as specified & directed.
Excavating over area not exceeding 1.5mtr deep and getting out hard/dense soil complete all as specified & directed.
Excavating over area exceeding 1.5m deep and not exceeding 3.0m deep and getting out soft rock complete all as specified & directed.
M&L for PCC 1:4:8, type D2, (using 40 mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified & directed.
M & L for mild steel TMT bar, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified & directed.
Use and waste of formwork to sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for fair finished flat surface of concrete complete all as specified & directed.
Use and waste of formwork to faces of walls, retaining walls, abutment etc vertical or to batter for fair finished surfaces flat on plan complete all as specified & directed.
M&L for RCC M-25, (20mm graded aggregate) (design mix) for footings, foundation including raft foundation, Plinth beams complete all as specified & directed.
M&L for RCC M-25, (20mm graded aggregate) (design mix) in walls, retaining walls,basements walls and the like of any thickness above top of the footings in M-25 (Design Mix) complete all as specified & directed.
S&F PVC (SWR) pipes single socked in any length with rubberring joints pipes laid in trenches or in floor 110 mm bore complete all as specified and as directed.
M&L for hardcore of gauge not exc 63 mm, deposited spread & levelled in layers not exc 15 cm thick watered & rammed core true surface with broken stone boulders complete all as specified and as directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exc. 25cm complete all as specified and as directed.
M&L for broken stone or boulder filling dry hand packed at back side of retainning wall complete all as specified and as directed.
M&L for moorum /red Bajri in road side berms avg thickness 75mm spread ,rolled and consolidated to gradient and camber complete all a specified and directed.
M&L for 75mm thick WBM (compacted thickness ) with Sand stone coarse aggregate of grading 2 (63 to 40mm size) or of grading 3(50 to 20mm size) of grnite ,trap or basalt,spread,rolled and consolidated to required gradient and camber all as specified & directed.
M&L for providing premix bituminious macadam (consolidated thickness not more than 70mm) with 4% of binder content of paving bitumen of grade VG-30 , by weight of total mix, laid and rolle with 8 to 10 tonne vibrating power roller o required gradient and camber upto outer edges of road on existing black top surfaces complete all as specified and directed. Note : Mix shall be obtainde from hot mix plant and spreading shall be done by using mechanical paver. complete all as specified and directed.
Preparing unsurfaced water WBM and the like by brushing with wire brushes for removing caked mud sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc and applying tack coat with bitumen primer 7.50 kg/10 sqm complete all as specified and directed.
M&L for Preparing black top surfaces of road with wire brushing 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 bitumen primer of bitumen grade VG-10 @ 5.0 kg per 10 sqm and providing and laying bituminous premixed semi-dense asphaltic concrete 40 mm thick (consolidated thickness) with 5.5 % paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradieent & camber using 8 to 12 tonne power roller complete all as specified and directed.
M&L for preparation of black top surfaces of road and applying thermoplastic paint 2mm thick for marking lines dashes, arrows, letters etc on road, pavements and the like exc 10cm width with road marking paint by mechanical machine white/yellow colour as in road surface complete all as specified and directed .
S&F in repairs plastic Glass Beads Reflectors Cat Eyes made of body materials ABS plastic size 117mmx117mmx23mm reflector 19 or 20 BI glass elements on each side with compressive strength upto 35 tonnes yellow colour body with reflector fixing by epoxy all as specified
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thick, M-35 Grade chemically coloured with gray cement laid over 75mm thick stone dust/grit complete all as specified and directed
M&L for 75mm plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of interlocking tiles complete all as specified and directed
Removal excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
M& L for taking out GI pipe off any size upto 100 mm dia from Excavated trench complete all as specified and directed
M& L for taking out DI/CI pipe off any size upto 150 mm dia from Excavated trench complete all as specified and directed
Supplying, laying, jointing & testing galvanised steel tubing 100 mm bore medium grade with screwed joint together with all fitting such as bends, elbows, tees, short pieces and union etc laid in trenches as specified and directed.
Supply and lay pipe ductile Iron , S/S including specials, Class “K-7” ,150 mm dia complete all as specified and directed
Re-laying of existing CI/DI Pipe of size 150 mm which is taken from Old line complete all as specified and as directed.
Re-laying of existing GI Pipe of size 100 mm line which is taken from Old line complete all as specified and as directed.
Excavation in trenches in hard/dense soil n exc 1.5m wide and not exc 1.5m in depth and getting out complete all as specified and directed by Engr-in-charge
Excavation in trenches in soft/dis integrated rock not exc 1.5m wide and not exc 1.5m in depth and getting out complete all as specified and directed by Engr-in-charge.
Removing excavated surplus soft/dis integrated rock to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above starting point all as specified and directed by Engr-in-charge.
Supply and fixing in replacement cast iron body sluice valve heavy duty class PN 1.6 flanged ends any pattern with cast iron wheel & mild steel spindle ISI marked confirming to IS-14846 of 2000 for 150 mm bore pipe with jointing material ,flanged joint,rubber gasket 6mm thick, nuts & bolts, washer complete all as specified and directed.
Supply and fix Gun metal globe valve conforming to IS 778/1980 CL-1 ,100 mm bore pipe complete all as specified and directed
M & L for cutting of exesting GI pipe/CI pipe off size 200/150 mm bore for insertion of Tee, culler for taking branch connection of suitable size of bore including threading all as required at site.
Taking out L.T Cable off any size and any core from Excavated trench and depositing to MES Store for safe custody complete all as specified and directed
Re-laying of serviceable LT cable of any size obtained from item no 1 complete all as directed by Engr-in-charge
Supply, lay, test connecting and commissioning UG cable of size 10 Sqmm 4 Core, LT 1100 volt grade heavy duty XLPE insulated armoured with aluminium stranded conductor complete laid in trenches/fixed to poles /drawn through pipes with suitable size cable glands crimping type cable lugs etc all as specified and directed
All as per Item Ser No 39 above, but size 16 sqmm 4 core complete all as specified and as directed.
M&L for laying of half round reinforced concrete pipe, of dia 150 mm, half round for bottom and half round for top and before laying excaved area shall be leveled. complete all specified and directed. Note : 01 Half round top and 01 half round bottom together will be considered as one running meter. Make as per sample given by Engr-In-Charge
Supply, transport, errecting and fixing steel tubular swaged welded pole of over all height 9 m long complete type 410-SP-31 conforming to IS-2713 (Part I to III 1998 with cast iron base plate, finial tapper plug cap, bolt, nut and washer etc., complete all as specified and directed by Engr-in-charge. Note: (i) Excavation, earth work and PCC work for embedding pole is deemed to be included in the qouted rate. (ii) Pole upto 1.5 m top of coping shall be painted with 2 coats of black and white strips alternate 30cm each over one coat of red oxide primer. (iii) Steel tubular pole above 1.5 m shall be painted with 2 coats of aluminium paint over a coat of red oxide primer (iv) Pole below ground shall be tarred by one coat
S&F GI pipe bracket of 40 mm dia 1.2 mtr long bend to shape for street light fitting made out of 40mm dia GI light grade pipe fixed on pole using new FI clamp including necessary new nut, bolt and washer complete all as specified and directed.
S&F Integral LED Street Light Luminaire 90 W comprising of epoxy powder coated pressure die cast aluminium housing complete all as specified and directed. Make Cat Part No Luker LSTE-100 or euivalent in Halonix/ Havells
Sujitha Infrastructure
R J ENTERPRISES
Aadarsh Construction
M/S RAMA ENTERPRISES
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