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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹19.0 L+₹35,476.10 (1.90%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹20.3 L+₹1.6 L (8.39%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹21.5 L
EMD Value
₹39,800
Closing Date
25 Aug 2021, 11:00 amClosed
Executive Engineer Jal Shakti Division Nahan
Executive Engineer Jal Shakti Division Nahan
C/O RCC sumpwell 60000 ltrs capacity 2 Nos, Distribution system RCC slab on existing pump house and C/o wire crate).
2021_HPIPH_51326_5
NHN-SMROO-722-TA-Tender- 6621-70 dated 16/08/2021
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
₹39,800
Yes
8 Oct 2021
17 Aug 2021
25 Aug 2021
17 Aug 2021
25 Aug 2021
17 Aug 2021
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 watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by 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.
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 reinforced cement concrete work 1:2:4(1cement:2 app.sand: 4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work 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 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.
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)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.
b)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.
c)Edges of slabs and breaks in floor and wall under 200cm wide.
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.
Laying and jointing high density polythene pipe for use for buried water main and survicese and for water supply above ground both inside and out side building duly ISI marked ( IS 4984-1995 as ammended upto date ) of PE 63 of Pressure PN 2.5 of following dia metre complete in all respects.
( PN 2.5 Grade -63) 140mm dia.
Porviding wood work in frames of doors windows clearstory windows 2nd class deodar wood , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
P/F panneled glazzed or panneled and glazed shutteres of deodar 2nd class wood for doors,windows 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 20 mm nominal size) laid in one layer finished with floating coat of neat cement 40mm thick including all lead, lifts and arriage of material at site and as the Engineer Incharge.
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting: ready mixed paint brushing wood primer pink,including all leads, leads, and carriage of material at site and as directed by the Engineer Incharge.
Painting two coat( excluding priming coat) on previously painted wood and wood based surface with enamel paint to give an even shade including cleaning the surface of all dirt , dust and other foreign matter , enamel paint other than white, including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.
White washing with lime on undecorated wall surfaces(three coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar dirt and other foreign matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and fixing aluminium tower bolts (barrel type ) anodized transparent or dyed to required shade and colour with screws etc.including carriage of material with in all leads, lifts and other incidentals complete as per entire satisfaction of the Engineer Incharge. 250x10mm
Providing and fixing bright finished brass handle with necessary screws etc complete in all respects , inclduing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
125mm dia.
Providing and fixing anodized aluminium sliding door bolts transparent or died to required shade and colour with bolts, nuts and screws etc.including carriage of material with in all leads, lifts and other incidentals complete as per entire satisfaction of the Engineer Incharge 250x16mm.
Wire crates made of G.I. Wire filled with boulder with square cut faces aginst the wire(wire crates to be measured and paid for seperately)The boulders shall be free from softness, cracks, cavities etc and as directed by the Engineer Incharge.
Wire crates made of G.I. Wire filled with boulder filing with squared cut faces against the wire boulder filling to be mesured and paid for seperately 5.00mm thick SWG-6) 15cmX15cm mesh including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
imIMRAN SHAH
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