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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC | L1 | Accepted-AOC Lowest1 | |
| 2 | L2₹32.1 L+₹91,345 (2.93%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹32.9 L+₹1.8 L (5.64%)Rejected-Finance GOVT CONTRACTOR VILLAGE GHUMALI P O AGAR TEHSIL FATEHPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance Rejected |
Tender Value
₹40.3 L
EMD Value
₹68,030
Closing Date
18 Sept 2020, 11:00 amClosed
Executive Engineer
Jal Shakti Division Fatehpur
Sub Head Construction of Pump House, Boundary Wall and construction of collection Tank 50 KI capacity with 1 mtr. staging height at N2,Main Storage tank 170 KL capacity on ground at N3 Sector Storage Tank 25 KL capacity with 6 mtr. staging height
2020_HPIPH_40612_1
EE/JSD/FTR/EA/T/2020-5820-70
Open Tender
Civil Works
Item Rate
60 days
Tehsil Fatehpur
As per notice inviting tender
7 documents required · 7 mandatory
₹800
Executive Engineer, Jal Shakti Division Fatehpur
₹68,030
Yes
18 Dec 2020
12 Sept 2020
18 Sept 2020
12 Sept 2020
18 Sept 2020
12 Sept 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 and laying cement concrete 1: 6: 12 (1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 complete in all respect within all leads and lifts.
Providing and laying damp proof course 38 mm thick with cement concrete 1:2:4 (1cement:2 sand: 4 graded stone aggregate 12.50 mm nominal size and curing complete in all respect within all leads and lifts.
Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg. per Sqm. on damp proof course after cleaning the surface with af loating piece of cloth lightly socked in Kerosene oil complete in all respect within all leads and lifts.
Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement : 6 sand) complete in all respect within all leads and lifts.
Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood complete in all respect within all leads and lifts.
Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick complete in all respect within all leads and lifts.
Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws complete in all respect within all leads and lifts.
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 centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced complete in all respect within all leads and lifts.
Edges of slabs complete in all respect within all leads and lifts.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm in thickness complete in all respect within all leads and lifts.
Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers,bressumers 1.00 mts. In depth in all heights from floor complete in all respect within all leads and lifts.
Providing and laying cement concrete work 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work complete in all respect within all leads and lifts.:-
Columns, pillars , posts complete in all respect within all leads and lifts.
Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete in all respect within all leads and lifts.
Providing and laying cement concrete 1 : 3 : 6 ( 1 cement : sand : 6 graded stone aggregate 40 mm nominal size and curing complete excluding the cost of form work in FOUNDATION AND PLINTH complete in all respects within all leads and lifts as per directions and satisfaction of engineer in charge.
Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on bed of 25mm average thickness of cement mortar 1:6 (1 cement :6 sand ) jointed with neat cement slurry mixed with pigment to match the shede of tile where ever required including rubbing and polishing complete with tiles of following shades medium complete in all respect within all leads and lifts.
20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect within all leads and lifts.
15mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth with in all leads and lifts in C.M. 1:6 (1 Cement:6 Sand) within all leads and lifts complete in all respect.
6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand) complete in all respect within all leads and lifts.
Providing plinth protection 50 mm thick in cement concret 1:3:6 (1cement :3 sand: 6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth complete in all respect within all leads and lifts.
Steel work welded in built- up section, trusses and framed work including cutting, housting,fixing in position and supplying and priming coat of red lead paint (A) in beams, joints, channel. Angle, tees, flats with connecting plates or angle cleats as in main and cross beams hip and jack rafters, purlins connected to common rafter and the like complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge.
Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level complete in all respect within all leads and lifts..
Providing Fixing of fencing Penals complete in all respects within all leads and lifts as per direction of engineer in charge.
Rough side exterior cement plaster on wall upto a height of 10 mtr.above ground level with a mixture of sand and gravel or crushed stone graded from 6mm to 12 mm nominal size dashed over and including fresh plaster in two coats,backing coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10 mm cement mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded hydrated lime by volume of cement including arrises,chamfersb and/or rounded angles not exceeding 80 mm in girth.(natural cement finish using ordinary cement) ( Cooping )complete in all respects within all leads and lifts as per direction and satisfaction of engineeer in charge.
Hirmachi coloure wach on undecorated wall surface ( two coats) to give an even finish shade includingthroughly brooming the surfaces to remove all dirt, dust, mortor drops and other forign matter.
Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt, dust and other foreign matter complete in all respect within all leads and lifts.
Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink complete in all respect within all leads and lifts.
Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than complete in all respect within all leads and lifts.
White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign mattercomplete in all respect within all leads and lifts.
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces ( two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect within all leads and lifts.
Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete complete in all respect within all leads and lifts.
Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size complete in all respect within all leads and lifts.
Painting two coats excluding priming coat on new steel and other metal surfaces with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white complete in all respect within all leads and lifts.
Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc. complete in all respect within all leads and lifts.
Sliding door bolts 250x16mm complete in all respect within all leads and lifts..
M.S tower bolts (Barrel type) leads and lifts. 200x10mm
M.S tower bolts (Barrel type) leads and lifts. 150x10mm
M.S. handles 100 mm dia
Providing and fixing of MS round bars in windows and ventilators complete in all respect within all leads and lifts.
Stone / Boulder filling under foors / behind retaining walls complete in all respect within all leads and lifts.
Construction of RCC over head tank 50000 ltr cap., with 1.00 mtr stagging height at node-2 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 - 125 mm dia Outlet pipe - 150 mm dia Over Flow Pipe - 125 mm dia Scour pipe - 125 mm dia
Construction of RCC tank 170000 ltr cap., on ground at node-3 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 - 100 mm dia Outlet pipe - 150 mm dia Over Flow Pipe - 150 mm dia Scour pipe - 150 mm dia
Construction of RCC over head tank 25000 ltr cap., with 6.00 mtr stagging height at node-4 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 - 65 mm dia Outlet pipe - 100 mm dia Over Flow Pipe - 80 mm dia Scour pipe - 100 mm dia
Sanjay Gaur
VARINDER SINGH RANA
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