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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹9.6 L+₹9,804 (1.03%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹11.9 L+₹2.4 L (25.6%)Rejected-Finance | L3 | Rejected-Finance Reject |
Tender Value
₹11.7 L
EMD Value
₹23,500
Closing Date
16 Oct 2020, 11:00 amClosed
Executive Engineer Jal Shakti Division Nahan
Executive Engineer Jal Shakti Division Nahan
Repair of existing pump house, C/O toilet, C/O sumpwell 20000 ltrs capacity, C/O Main Storage tank 20000 ltrs cap., C/O sector Storage tank 10000 ltrs cap. And Distribution system
2020_HPIPH_41526_5
NHN-SMR00-722- 7849-7900 dt 09-10-2020
Open Tender
Civil Works
Item Rate
90 days
Nahan
Please refer Tender documents.
10 documents required · 10 mandatory
₹400
Executive Engineer Jal Shakti Division Nahan
₹23,500
Yes
16 Dec 2020
9 Oct 2020
16 Oct 2020
9 Oct 2020
16 Oct 2020
9 Oct 2020
Amount
Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all leads, lifts complete in all respects and as directed by the Engineer Incharge.
Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.
Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
2nd class Brick work using common burnt clay building brick in foundation and plinth including racking out joints in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
P/F Pressed steel frame doors frames manufactured from commercial mild steel sheet of 1.25 mm thick including hinges jump lock jamp, beed and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechnical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lock strik plate and shock absorber as specified including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..
Providing &fixing 1 mm thick M.S. sheet garrage door with frame of 40 mm x 40 mm x 6 mm angle iron 3.15 mm M.S.gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Painting two coats (excluding priming coat) on new wood based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.
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 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.
b)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.
Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and laying cement concrete 1:1 ½:3 (1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..
Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..
Providing and laying of tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.
Supplying and fixing of MS (man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, (weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Cement concrete flooring 1:2:4(1cement :2app sand:4app graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads,lifts and carrige of material at site and as directed by the Engineer Incharge.
15mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge.
6 mm cement plastering to ceiling in cement mortar 1:3 (1Cement :3 Sand) including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.
White washing with lime on un-decorated walls surfaces two coats to give an even shade including thoroughly brooming the surfaces to remove all dirt and dust and other foreign matter including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.
Providing under layer 75 mm thick unconsolidated bed dry bricks/stone (40 mmnominal size) including finishing the top surfaces including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.
Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand :6 gaded stone aggregate 20 mm nominal size ) including finishing the top surfaces of including all leads lifts and carriage of material at site and as directed by the Engineer in Charge.concrete smooth.
Providing stone Kharanja drain 45cm wide including 25cm side stone laid in cement mortar 1:6 ( 1cement : 6sand ) curing complete, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and fixing viterous chain wash water closed WC ,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing PVC spigot and socket 110mm dia,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing PVC plain bend 110mm dia,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing vitreous chaina wash basin 550x400mm dia,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing C.P. brass waste for wash basin ,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing C.P. brass tap for wash basin ,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing C.P. brass bib tap ,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing C.P. brass pillar tap , including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing C.P. stop ock 15mm dia , including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing PVC connection with brass union 300/450 mm length 15mm dia , including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Providing and fixing PVC water tank 200 lit cap , including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
Repair of plaster in patches of 2.50sqm and under 10 to 15mm thick including cutting the patch in proper shape and replastering the surfaces of the wall including disposal of rebbish path in proper lead of 20 mtrs wiht cement morat 1:6 ( 1cement : 6sand ) including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.
Distempering two wash on un decoarated wall surface ( two coats ) to give an even shade including throughtly bromming the surface to removal of oil grease , dirt and dsut and other foreign matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Dismentalling above ground level upto floor two level including disposal of unserviceable materials within 20 mtrs ,, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
boulder filling under floor hand packed tightly under flooring , including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.
Laying,jointing,testing & commissioning in trenches following dia socketted galvanised mild steel tube of various dia of light grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of with standing required test pressure as BIS code, in random lengths of 5.5 to 6.5 mtr.The pipe ends shall be socketted,Tees & bends shall be manufactured from parent pipe etc and cutting of pipes whereever required as per stie requirement as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge.(Earth work shall be measured paid for separately).
15 mm Dia
20 mm Dia
32 mm Dia
40 mm Dia
Dismantling of old pipe line & distribution lines including stacking of serviceable pipes and unserviceable pipe separately(Earth work to be measures and paid separately) including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.
20 mm Dia
32 mm Dia
Re-laying jointing and testing of GMS pipes of various dia which is serviceable available (eaarth work to be measured used and paid for separately) including all leads lifts and caariage of material at site and as directed by the Engineer incharge
20 mm Dia
32 mm Dia
Providing and fixing of Brass full way valve with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
15 mm Dia
20 mm Dia
32 mm Dia
40 mm Dia
THAKUR CONSTRUCTION
MADAN SINGH
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