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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | L1 | Accepted-AOC BEING THE LOWEST BIDDER | |
| 2 | L2₹29.7 L+₹1.8 L (6.31%)Rejected-Finance C 347 ARBUDHA NAGAR ODHAV AHMEDABAD | AHMEDABAD | AHMEDABAD | GUJARAT | 382415 | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 3 | L3₹32.9 L+₹5.0 L (17.8%)Rejected-Finance 2 A NARENDRA APPARTMENT CENTRAL JAIL ROAD SUBHASH BRIDGE AHMEDABAD 380027 | AHMEDABAD | AHMEDABAD | GUJARAT | 380027 | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹74,000
Closing Date
19 Aug 2020, 6:00 pmClosed
GE AF CHILODA
VAYU SHAKTI NAGAR CHILODA
CLEANING OF SEWAGE LINE , SEPTIC TANKS , REPAIR TO DRAIN, SECURITY FENCING, PATH AND OTHER MISC WORKS AT AREA A , AREA B AND AREA C AF STATION WADSAR
2020_MES_364051_1
8830/20-21/E8
Open Tender
Civil Works
Item Rate
273 days
AF STN WADSAR
AS PER NOTICE OF TENDER
8 documents required · 8 mandatory
₹500
Yes
GE AF CHILODA
₹74,000
Yes
26 Sept 2020
25 Jul 2020
21 Aug 2020
25 Jul 2020
19 Aug 2020
7 Aug 2020
25 Jul 2020 - 7 Aug 2020
Amount
Removal of blockage/choke up obstructing the flow of sewage line by rodding with rods wood/kamathis/choke remover and making the flow continuous for bore of pipe 150mm all as directed by Engineer-In-Charge.
All as per Item No. 1.00 above, but 100 mm bore pipe complete.
All as per Item No. 1.00 above, but 200 mm bore pipe complete.
Desilting of septic tank for 200 users with dewatering including pumping out sludge from tank and disposed to a distance exceeding 100m. but not exceeding 500m. all as directed by Engineer-In-Charge.
All as per Item No. 4.00 above, but septic tank of 150 users complete.
All as per Item No. 4.00 above, but septic tank of 100 users complete.
All as per Item No. 4.00 above, but septic tank of 50 users complete.
Desilting of man hole up to 1.50m deep and stacking the silt at the distance exc 100m but not exc 250m all as directed by Engineer-In-Charge.
All as per item No. 8.00 above, but depth of man-hole exceeding 1.50m and not exceeding 2.50m.complete.
Removing blockage pipe line rejoining the existing line with new SGSW pipes 150mm bore complete for only 01 pipe piece standard length including necessary PCC packing under & haunching at sides (1:4:8) type D-2 etc including earth work complete all as directed by Engineer-In-Charge.
All as per Item No. 10.00 above, but 100 mm bore SGSW pipe complete.
Cleaning of WC/EWC and removal of blockage by pumping of waste all as directed by Engineer-In-Charge.
Cleaning of nahani trape 75mm dia and removal of blockage all as directed by Engineer-In-Charge.
Cleaning of gully trap of size 125/110mm and removal of blockage all as directed by Engineer-In-Charge.
M&L for excavating and breaking existing SGSW gully trap and fixing of new gully trap 150x150mm complete with PCC (1:4:8) type D2 100mm thick in foundation and making good to match existing surface complete.
Taking down C I pipe including fittings of 100mm bore.
Taking down C I pipe including fittings of 75 mm bore.
S&F 100 mm cast iron sand cast soil waste and vent pipe in any length with or without ears with cement joints fixed as directed.
All as per Item No. 18.00 above, but 75 mm bore pipe complete.
S&F 100 mm cast iron bends any radius.
S&F 75 mm cast iron bends any radius.
S&F 100 mm cast iron cowl
S&F 75 mm cast iron cowl
S&F pre-cast manhole covers of RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) with two nos.of handle of MS round bar 12 mm dia and 150 mm long for manhole cover slab including placing in position and set in CM 1:6 for following size of manhole:
M&L MS steel TMT bars 10mm dia and over , cut to length ,bent to shape required including cranking bending spirally for hooping for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided.
M&L for providing precast reinforced cement concrete type B1 1:2:4 (using 20mm graded crushed stone aggregate) set in cement mortar 1:4 as in cover slabs (for manholes) complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately.
Excavation in trenches not exc.1.50m wide and not exc 1.5m deep for laying of sewer pipe and manhole etc and getting out in soft/loose soil as directed.
Demolition and breaking up drain pipe SWG pipe set in cement mortar including haunching and bed concrete for 150mm dia SWG pipe.
Dismantling of RCC drain pipe 200mm dia bore jointed in cement mortar and taking out of trenches all as directed.
M&L for 150 mm bore SWG drain pipe, of grade 'A' laid in trenches and jointed all as specified and directed.
M&L reinforced concrete pipe NP2 200mm dia laid and jointed complete with collars, jointed with cement mortar as directed by Engr-In-Charge.
M&L for beding to drain pipes including packing under, and haunching in PCC 1:3:6 type C2 using 40 mm graded aggregate against the side of SWG/RCC pipes after they are laid and tested for following dia bore pipe all as specified and directed.
(a) 150 mm dia
(b) 200 mm dia
Returning filling in soft/loose soil including spreading levelling, watering and well ramming in layers not exc. 25cm thick.
Removing excavated materials not exceeding 50m and depositing where directed.
M&L for cutting in to existing manholes for connecting new drain making good to pipes and rendering cutting out existing benching for and forming brackets channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 and reforming benching as required for 150 mm bore pipe complete.
Demolition of brick masonary built in cement mortar in any ratio.
M&L old size Brickwork with fly ash, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed
Taking down cement plaster on brick or stone wall or concrete surfaces all as specified and directed by Engr-in-charge
M&L rendering 10mm thick in fair face of internal surfaces of concrete block masonry in manhole in CM 1:4.
M&L rendering 10mm thick on fair face of concrete block masonry in manholes in C:M 1:6 on external surface.
M&L for preparation of new wall surfaces and applying three coats of white wash.
M&L Rendering 15 mm thick in CM 1:4 on brick or concrete surface wall including finished and smooth without using extra cement.
M&L preparation of new surfaces of wall and applying two coats of cement base paint complete all as specified.
Taking down PVC pipe (SWR) 110mm dia bore and connection complete.
Taking down PVC pipe (SWR) 75 mm dia bore and connection complete.
S&F 75 mm dia bore pipe (SWR) single socket in any length rubber joints fixed to wall.
S&F 110 mm dia bore pipe (SWR) single socket in any length rubber joints fixed to wall.
M&L 75mm dia of outlet PVC (SWR) floor trap plain with grating including jointing with solvent cement.
S&F 110mm PVC( SWR) WC connector with lip ring.
Dismantling of RCC fencing post and struts including taking out embeded portion for post embedded in natural ground making good the disturbed portion to requried shape & size for placing new fencing post including any excavation requried.
Dismantling of fencing wire mesh of any type
M&L Cement concrete 1:3:6 Type C-2 (using 40mm graded stone aggregate) as in post hole
Supply only Chain link fencing any size or type
Fixing only Chain link fencing including line wires,any mesh, size and type to any standards,rails straining bolts, etc. including provision of binding wire.
S&F mild steel section and embedding in concrete, posts or struts in fencing including cutting tops to shape as directed drilling holes notching for wire etc. flat iron fillets (for securing wire mesh) including all necessary drilling , bolting etc and similar work conforming to Fe-410-0
S&F mild steel screw bolt (machine made) with hexagonal or square heads at one end and screwed the other each screwed end to be fitted with washers and one hexagonal nut but length of bolt exc. 5cm and n. exc. 10cm long and bolt one side embedded in concrete posts etc complete to fix fencing wire dia of shank 11to15 mm complete.
S&F mild steel bars for straightening / ties bars for chain link fencing 10mm dia of over, cut to length and tying with MS wire n. exc. 0.6mm.
Dismantling structural steel work any type and any discription etc.
Dismantling of punched type concertina coil any type or size all as directed.
Fixing only galvanized steel punched type concertina coil of loop dia 1050mm (dia of coil when unstreched) fixed to angle post strut with 3.15 mm dia galvanised MS plain wire complete all as specified and directed.
Supply only galvanised steel punched type concertina coil of 1050mm dia (dia of coil when unstretched with Nos. of circles 50, Nos. of clips 230 with weight 15.60 kg/ coil and recommended and average coverage area is 6 RM/ coil) and fixed to angle iron post/ struts with 3.15mm dia GI wire complete all as specified and as directed.
S&F in repairs galvanised, 2 strand, steel barbed wire, 2.24 mm dia, barbed with 2 mm dia barbs at 75mm spacing 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. complete all as specified and directed. Note:- Each line wire shall be measured.
Demolition of cement concrete(unreinforced) in ground floors and pavings n.exc 15 cm thickness (below or above G.L)
M&L for precast cement concrete 1:2:4 type B-0 (using 12.5mm and below stone aggregate ) in kerb stone factory made as approved by GE with plain fair faces including champhering, weathering etc complete with joint to match in CM 1:6 all as specified and as directed.
M&L for providing 75 mm thick cement concrete 1:4:8 type D-2 (using 40mm graded aggregate) as in sub base complete all as specified and directed
M&L for Machine pressed precast conctete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade over sand cushion. Note- Sand will be measured and paid separately
M &L 25mm thick sand filling (sand cushioning) under path for layers interlocking tiles.
Preparation of plaster or unplaster surface of concrete surface of any description 10cm width or girth not other wise described and applying two coats of synthetic paint over a coat of primer all as specified and as directed.
Navkar Enterprises
Shree Krushna Supply Corporation
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