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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹76,000
Closing Date
11 Aug 2021, 3:00 pmClosed
GE I R AND D GIRINAGAR PUNE 411025
GE I R AND D GIRINAGAR PUNE 411025
REPAIR MAINT SERVICES TO EXTERNAL SERVICES LIKE HARDSTANDING PATH CULVERT DRAINS SEWAGE LINES SEPTIC TANKS COMPOUND WALL FENCING GATE AND OTHER MISC REPAIRS SERVICES AT VRDE AHMEDNAGAR
2021_MES_458371_1
GE I R AND D GNR TOKEN 16 OF 2021 2022
Open Tender
Civil Works
Works
270 days
GE I R AND D GIRINAGAR PUNE 411025
REPAIR MAINT SERVICES TO EXTERNAL SERVICES LIKE HARDSTANDING PATH CULVERT DRAINS SEWAGE LINES SEPTIC TANKS COMPOUND WALL FENCING GATE AND OTHER MISC REPAIRS SERVICES AT VRDE AHMEDNAGAR
7 documents required · 7 mandatory
₹500
Yes
GE I R AND D GIRINAGAR PUNE 411025
₹76,000
Yes
13 Aug 2021
9 Jul 2021
13 Aug 2021
9 Jul 2021
11 Aug 2021
23 Jul 2021
9 Jul 2021 - 21 Jul 2021
Amount
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc.
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness.
Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for.
Laying PCC 1:4:8 type C-2 of 40 mm graded stone aggregate as in foundation
Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) in surface channels and drains.
Material & Labour for Pre-cast cement concrete (Type C1 1:3:6 20mm graded stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 complete
Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc.
Material & Labour for rendering 15 mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finished fair and even without using extra cement.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete,using extra cement,including forms,moulds,mi-tred/stopped ends etc.
Material & Labour for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping
Removing building materials etc., (other than spoil payable under items 03028 to 03031 in Section 3--Earthwork) to a distance of 100m or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination
Material & Labour for Precast cement concrete 1:2:4, type B1 (Using 20 mm graded granite stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4
Material & Labour for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete.
Cleaning of choked sewer lines of 100mm dia of any depth manually or through mechanical appliances and making sewer line functional , complete including working under , foul condition and depositing the sludge, rubbish etc off the premises at an isolated place not exc 2 KM distance complete all as specified and directed.
Cleaning of choked sewer lines of 150mm dia of any depth manually or through mechanical appliances and making sewer line functional , complete including working under , foul condition and depositing the sludge, rubbish etc off the premises at an isolated place not exc 2 KM distance complete all as specified and directed.
All as periten No 15 above
Removing/taking away only settled solid sludge from manhole /septic tank and depositing the same in covered vehicle and dispose it to outside MD land and burying the same all as directed by the Enginner in -Charge.
Demolition and breaking up 200mm dia drain pipes Salt Glazed Stoneware, AC or Reinforced concrete) set in cement morter including PCC haunching.
Demolition and breaking up 150mm dia drain pipes Salt Glazed Stoneware, AC or Reinforced concrete) set in cement morter including PCC haunching.
All as periten No 19 above but internal dia 100mm
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in hard/dense soil.
All as periten No 21 above item but 150mm bore
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point.
Material & Labour for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore.
All as periten No 25 but 150 mm bore.
All as periten No 25 but 200 mm bore.
Material & Labour for Mild steel deformed or twisted bars 10 mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.
Material & Labour for 150 mm dia Salt Glazed stone ware drain pipes laid in trenches and jointed in cement motar 1:1 with putting the sufficient gasket
Material & Labour for 100mm dia Salt Glazed stone ware drain pipes laid in trenches and jointed as in cement motar 1:1 with putting the sufficient gasket
Material & Labour for 150mm reinforced conerete pipes,class NP3 and jointed complete with collars. in cement motar 1:1 with putting the sufficient gasket
Material & Labour for 200mm reinforced conerete pipes,class NP3 and jointed complete with collars in cement motar 1:1 with putting the sufficient gasket
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as requiredinternal dia of pipe 225 mm all as specified and directed by Engr-in-Charge.
Cutting into existing man holes for connecting new drains making good to pipes and rendering cutting out existing benching for and forming branch channel (1/2 round or ¾ in section) in cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) surface smooth finished and reforming benching as required for internal dia of pipe 100mm all as specified and directed by Engr-in-Charge.
All as periten No 34 but 150 mm.
S&F for concertina coil, 610 mm dia, (50 spirals per coil) weight approx 8 Kg (+5%) expandable 6-8 mtrs, consisting of 2.6 mm dia heavy galvanised high tensile spring steel wire as per IS-4454, Barb (Barb length 24 + 1mm, pitch between two barbs 35 + 1mm) made of 0.5 mm thick low carbon heavy galvanised old rolled steel sheet as per IS-513, heavy duty steel clip as per IS-2062 and Epoxy resin coating for anti-corrosion,complete all as specified and as directed
Dismantling of old concertina coil.
S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc.
Material & labour for Pre-cast cement concrete block masonry 1:3:6 with solid blocks, exc. 10 cm in width and setting in mortar, as in wall in CM 1:6
Material & labour for PCC 1:2:4 type B-1 (using 20mm graded stone agregate) as in coping of the wall including formwork.all as specified and directed.
Material & labour for cement base paint two coats over a coat of primer over prepared plaster surface.
Material & labour for rendering 15 mm thick in CM 1:4 on brick masonry surfaces, in patches n. exc. 3 sqm each, finished even and smooth without using extra cement.
Demolition of cement concrete in above ground floors not exc. 15 cm thickness (below or above ground level)
M & L 75mm thick PCC 1:4:8 thick using 40mm graded stone aggregate as in subbase.
M & L 40 mm thick sand cusioning under layer of floors tiles all as specified and directed
M&L for machine pressed precast interlocking paverv block(glossy finish moulded) any shape and size conforming to 15658-2006 of 65 mm thickness M- grade
Material and Labour for PCC 1:2:4 Type B-1 as in benching coping etc.
G.M. Construction
Santosh Popatrao Sarode
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