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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.1 LAccepted-AOC HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 172111 | L1 | Accepted-AOC AOC | |
| 2 | L2₹33.0 L+₹1.6 L (4.98%)Rejected-Finance SET NO 75 TYPE III BROACK HURST CHHOTA SHIMLA TEHSIL DISTRICT SHIMLA HP 171002 | SHIMLA | HIMACHAL PRADESH | 171002 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹35.0 L+₹3.5 L (11.2%)Rejected-Finance VILLAGE DUBOR P O TIMBI TEHSIL SHILLAI DISTRICT SIRMOUR H P | TIMBI | SIRMOUR | HIMACHAL PRADESH | 173027 | L3 | Rejected-Finance Rejected |
Tender Value
₹24.7 L
EMD Value
₹44,600
Closing Date
9 Aug 2019, 11:00 amClosed
Executive Engineer IPH Division Nahan
Executive Engineer IPH Division Nahan
C/O sumpwell 55000 ltrs capacity at Node NO. 4, Raw water tank 5500 ltrs cap. at node No. 2, main storage 55000 ltrs cap. at Node NO. 6, Sector stoareg tank 20000 ltrs cap at node No. 16, sed. Tank 15000 ltrs cap at node nO. 2, Slow sand filter etc
2019_HPIPH_30292_1
IPH-DN-Nahan-TA-Tender/19-20- 3320-60 dt 18-7-19
Open Tender
Civil Works
Item Rate
90 days
Nahan
Please refer Tender documents.
10 documents required · 10 mandatory
₹400
Executive Engineer IPH Division Nahan
₹44,600
Yes
27 Jan 2020
19 Jul 2019
9 Aug 2019
19 Jul 2019
9 Aug 2019
19 Jul 2019
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.
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 1:1:2 or M30(1cement:1app.sand:2app.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 1:1:2 or M30 (1cement:1app.sand:2app.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 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.
c)Edges of slabs and breaks in floors and walls under 200 cm wide.
Providing and laying reinforced cement concrete work 1:1:2 or M30 (1cement :1app. sand:2app. graded stone aggregate 20mm 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.
Supplying and fixing 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, I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and fixing GMS pipe for scour pipe, outlet pipe 50mm dia(L) , including all leads, lifts and carriage of material at site and as directed by tbe 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.
Providing and fixing foot rest 20mm size including embeded in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) in block 225mmX225mmX75mm and carriage of material at complete in all respect.
Provieding and laying brick layer 2nd class brick in foundation and plinth or filter bed drain inner side in cement mortar 1:3 (1cement :3sand ) I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and placing in horizontal layer filtering media duly graded ,screened, washed and cleanned as specified by the Engineer Incharge including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Top layer :- fine sand(Eff. Size of 0.20mm to 0.40 and Uniformity coefficient 2.00 to 3.00)
Second layer:- Course sand 3mm to 6mm
Third layer:- Bajri 6mm to 20mm
Forth layer:- Broken stone 20mm to 25mm
Bottom layer:- Broken stone 50mm to 75mm
Providing and laying cement concrete 1:5:10 (1cement:5app.sand:10app.graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per I&PH specification,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app.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.
Random rubble masonary/polygonal rubble masonary(uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth includingleveling up with cement concrete 1:6:12(1cement :6sand:12 graded stone aggregate 20mm nominal size) at plinth level, in cement mortar 1:6(1cement:6sand)including all leads and lifts and carriage of material at site and as directed by the Engineer Incharge.
Squared rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6(1cement:6app.sand including all leads, lifts and carriage of material at site and as directed by the)Engineer Incharge.
Providing and laying damp proof couse 38mm thick cement concrete 1:2:4(1cement:2app.sand:4app.graded stone agg.12.5mm nominal size and curing complete.I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per squaremetre on damp proof, course after cleaning the surface with a cloth lightly sockedin Kerosine oil, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
2nd class brick work using common burnt quality in super structurefloor two level 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.
Providing and fixing angle iron 50x50x6mm in frames of doors, windows, clerestory windows and other frames , wrought framed and fixed in position including P/F MS hold fast of 40mmx3mm, 40cm long (minimum 6Nos per door chowket and 4Nos for each windows chowket , second class including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providingand fixing 1mm thick MS sheet garrage door with framed of 40mmx40mmx6mm angle irion 3.15mm , MS gusset plates at the juctions and corners, all necessaryfittings complete, including applying a priming coat of red lead paint using flat30mmx6mm for diagonal braces andcentral cross pieces including all leads, lfits andcarriage of material at site and as directed by the Enginer 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 reinforcement for RCC work in suspended floors roofslandings 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 reinforced cement concrete work 1:2:4 (1cement:2app.sand:4app. graded stone aggregate 20mm 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 and fixing MS grills of required pattern in wooden frames/pressed ,steel framewith MS flat square/round bars 12mm dia with round headed bolts and nuts or byscrews. Plain Grill, including all leads, lifts and carriage of material at site and asdirected by the Engineer Incharge.
Applying priming coat over new steel and other metal surface surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes fine steel wood screens and sand paper complete. and knotting: ready mixed paint brushing stell primer oxide paint ,including all leads, leads, and carriage of material at site and as directed by the Engineer Incharge.
Painting two coats(excluding priming coat) on new steel and other matal surfaceswith enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter, sand papering and knotting ready mixed paint toher than white , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Boulder filling under floor hand packed tightly , 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 stonaggregate 20 mm nominal size) laid in one layer finished with floating coate of neat cement 40mm thick including all lead, lifts and arriage of material at siteand 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 1:6 (1cement:6app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge.
6mm cement plaster in ceiling in cement mortar 1:3(1cement:3sand) including allleads lifts and carriage of material at site and as directed by the Engineer Incharge.
White washing with lime on undecorated wall surfaces(two 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.
Distempering (two coat) with oil bound washable distemper of approved brand and manufacture and of required shade. On decorated wall surface to give an even shade after throughly brushing the surface clean of all grease,dirt, like pieces of scales and also including preparing the surface even andsand papered smooth.including all leads, lifts and carriage of materialat site and as directed by the Engineer Incharge.
Providing under layer for plinth protection of 75mm thick (un consolidated ) bed of dry brick/stone 40mm nominal isze well rammed and consolidating and with fine sand including preparation of ground , including all leads, lifts and carriagegrouted of material at site and as directed by the Engineer Incharge.
Providing plinth protection 50mm in cement concrete 1:3:6)1cement:3sand:6graded stone agg.20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing stone Kharanja drain 45cm wide including 25 cm stone laid in cement mortar 1:6 (1 cement 6 sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing and fixing almunium oxidized sliding door bolts with nuts and screws completeincluding all leads, lifts and carriage of material at site and as directed by theEngineer Incharge
Providing and fixing aluminium tower bolts (Barrel type) with necessary screws completeincluding all leads, lifts and carriage of material at site and as directed by the.Engineer Incharge.
Providing and fixing aluminium handles with necessary screws at complete,including all leads, lifts and carriage of material at site and as directed by theEngineer Incharge.
100mm dia
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 brass full way valves 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.
20mm dia
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.
Laying and jointing in trenches galvanised mild steel tube (light grade) tube fitting (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.
GMS pipe 15mm dia (L)
GMS pipe 20mm dia (L)
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 with G.I wire 5mm thick SWG-6)15cmX15cm mesh including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Wire crates of G.I. Wire filled with boulder with square cut faces aginst the wire(wire crates to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Boulder filling behind the retaining/ brest walls hand packed ,including cost of material and carriage of material at site and as directed by the Engineer Incharge.
Provision for design and drawing of civil structure such as check dam, storage tank, filter bed, sump well etc and testing of bearing capacity of soil.
GAURAV SHARMA
SURENDER SINGH
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