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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | L1 | Accepted-AOC Lowest1 | |
| 2 | L2₹22.1 L+₹49,850 (2.31%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹23.5 L+₹1.9 L (8.72%)Rejected-Finance HOUSE NO 18 1 DHOBIGHAT ROAD NEAR DC OFFICE WARD NO 12 SOLAN DISTT SOLAN H P 173212 | SOLAN | SOLAN | HIMACHAL PRADESH | 173212 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹26.9 L+₹5.2 L (24.3%)Rejected-Finance PATHANKOT | PATHANKOT | PUNJAB | L4 | Rejected-Finance Rejected |
Tender Value
₹24.6 L
EMD Value
₹44,420
Closing Date
19 Aug 2020, 11:00 amClosed
Executive Engineer
Jal Shakti Division Fatehpur
Sub Head Construction 2 Nos. Pump over head storage tank of 60000 ltr. Capacity 10 m staging height at Node No.2).
2020_HPIPH_39767_1
EE/JSD/FTR/EA/T/2020-4602-4652
Open Tender
Civil Works
Item Rate
60 days
Tehsil Fatehpur
Aa per notice inviting tender
9 documents required · 9 mandatory
₹400
Executive Engineer, Jal Shakti Division Fatehpur
₹44,420
Yes
18 Dec 2020
12 Aug 2020
19 Aug 2020
12 Aug 2020
19 Aug 2020
12 Aug 2020
Amount
Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.
Providing, laying cement concrete 1:6:12(1cement:6sand)12graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
R.R. masonery/polygonal rubble masonery (uncoursed/brought to course) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 Cement : 6 graded stone agregate 20 mm nominal size ) at plinth level in cement mortar ( 1:6) 1Cement : 6 Sand)
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete & plain concrete work in:
Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.
Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.
Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.
Edge of slab and break in floor 20 cm wide
Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
Ist. class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick first class
Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed
Profile-A.
Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.
Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.
Providing and fixing anodized aiuminium. tower bolts barrel type with screws etc. complete.
I) 200mmX10mm
Providing and fixing anodized aluminium .handles with screws etc. complete.
I)100mm dia
Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm
Providing and fixing MS hooks & eyes with screws etc. complete.
I)150mm dia
Providing fixing glass panes with putty & nails including removal of broken glass pones whereever necessary( Plain glass 4 mm thick)
6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs
15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)
20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)
Pointing on brick work with cement mortar 1:3 (1cement:3sand).complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade within all leads and lifts and as directed by the Engineer-in-charge.
Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.
Providing and fixing on wall face CI rain water pipe including fitting the joints with spun yarn & cement 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.
Providing and fixing MS holder bat clamps of approved design to CI or SCI pipes embedded in and including cement blocks 10x10x10 cm of 1:2:4 mix( 1cement :2 Sand :4 graded stone aggregate 20 mm size and cost of cutting holes and mix good the wall etc 100 mm diae within all leads and lifts and as directed by the Engineer-in-charge.
Providing and fixing on wall faces CI accessories for rain water pipes including fitting the joints with spun yarn socked in neat cement sullry and cement mortar 1:2 ( 1Cement : 2 Sand ) 100 mm dia within all leads and lifts and as directed by the Engineer-in-charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.
White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.
Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar .
Hirmachi colour wash on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.
Cement washing with port land cement slurry on undecorated wall surfaces(onecoat) to give a smooth bodied opaque fnish I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.
Applying priming coat over new steel & other metal surface after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete: with ready mixed priming paint brushing red lead, Red-oxide/zinc oxide chrome as per the satisfaction of E-in-charge.
Painting two coats (escluding priming coat) on new steel and other metal surfaces with ready mixed paint acid resisting brushing to give an even shade including cleaning of all dirt, dust and other foreign matter as per the satisfaction of E-in-charge.
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter
Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint
Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Providing and fixing MS fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.
Steel work welded in built up section trusses and frames work i.e. cutting, hoisting fixing in position applying a priming coat of red lead paint in joints handles and angles tees flates with connection plates of angle sheets in main and cross cleats hip and jack rafter purline connected to common rafter and the like within all leads and lifts and as per the satisfaction of E-in-charge.
Steel work in single seciton 65x65x6mm including cutting hoisting fixing in position and applying priming coat in RS joints within all leads and lifts as per direcstion of E-in-charge
Supply and fixing galvanised steel barbed wire (IS:278-1962 type-I) weighting 9.38 kg per 100 mtr (minimum) straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed posts and struts of wood concrete, steel etc and straining bolt shall be paid for separately) complete in all respect within all leads and lifts as per direction of E-in-charge.
Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Construction of RCC over head tank 60000 ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 80 mm dia Outlet pipe - 80 mm dia Scour pipe - 80 mm dia
Sarabjit Singh Katoch
ROHIT VERMA
ashok kumar govt contractor
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