Providing Lwss To Bigan Khad To Pc / Fc Habitation Of Bagshar Area In Tehsil Karsog Distt. Mandi ( Hp ) ( Sh:-C / O Head Weir, C / O Rcc Sed Tank 25000 Ltr Cap, C / O Rcc Filter Bed Of 26 Sqm 2 Unit, C / O Rcc Sump Well Cum Clear Water Tank 22000 Lt
Tender Overview
Project Description
Providing Lwss To Bigan Khad To Pc / Fc Habitation Of Bagshar Area In Tehsil Karsog Distt. Mandi ( Hp ) ( Sh:-C / O Head Weir, C / O Rcc Sed Tank 25000 Ltr Cap, C / O Rcc Filter Bed Of 26 Sqm 2 Unit, C / O Rcc Sump Well Cum Clear Water Tank 22000 Ltr Cap 2 Nos, C / O Rcc Sump Well Cum Clear Water Tank 10000 Ltr Cap 1 Nos, C / O Rcc Storage Tank Of 35000 Ltr At Node C, Prov And Laying Feeder Line & C / O Pump House Cum Attendent Room ( Above 50 Hp 2 Nos ) .
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soilblasting work andchiseling /wedging out of rockswhere blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.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 disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge |
| 2 | Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: |
| 3 | Foundation and Plinth. |
| 4 | Providing plinth protection 50 mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 20mm nominal size) with in allall leads and lifts: |
| 5 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work includingall leads and lifts: |
| 6 | i) Flat surface such as soffits and suspendedfloors, roofs, landings and the like : Floors etc up to 200 mm in thickness within all leads and lifts |
| 7 | ii) Vertical surfaces such as walls(any thickness) portion and like i/c attached pilaster buttressess plinth and string course and like. |
| 8 | iii) Foundations, footings, bases of columns & the like and mass concretewithin all leads and lifts. |
| 9 | iv) Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth. |
| 10 | Providing and laying cement concrete 1:2:4(1cement:2sand: 4graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work. |
| 11 | i)In Foundations and plinth |
| 12 | ii) Walls (any thickness but not less than 0.10 m thickness) attached pillasters,plinth and string courses etc. from top o foundation level upto floor two level. |
| 13 | iii) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantileversup to floor leveletc in all leads and lifts of any shape. |
| 14 | Placing& Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two levelincluding all leads and lifts.: |
| 15 | Providing and laying cement concrete1:5:10 (1Cement :5sand :10 graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in retaining wall/ breast wall, as per HPPWD specification complete in all respect as per directionand to the entire satisfaction of the Engineer-in-charge upto all lead & lifts. |
| 16 | Layingand jointingin trenches GSM tubes (light grade) Tube fitting Earth workin trenches to be measured and paid separately). as per direction and to theentire satisfaction of Engineer iin charge |
| 17 | 100 mm diameter |
| 18 | 80 mm diameter |
| 19 | 50 mm diameter |
| 20 | Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts: |
| 21 | i) Foundation and Plinth. |
| 22 | ii) Wall (any thickness but not less than 0.1 m thickness) attached pillasters,plinth and string courses etc. from top o foundation level upto floor two level. |
| 23 | iii) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantileversup to floor leveletc in all leads and lifts of any shape. |
| 24 | Providing and fixing Gun Metal wheel valve with wheel complete in all respect and to the entire satisfaction of Engineer in charge. |
| 25 | i)50 mm nominal bore |
| 26 | Providing and fixing precast concrete manhole cover & frame conforming to IS 12593-1998 part -I and IS 12592-1991 part -II 560 mm dia medium duty |
| 27 | Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specifiedin all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 28 | a) Top layer : Fine sand ( Eff.size 0.20mm to 0.40 mm & uniformity coefficient 2.00 to 3.00) |
| 29 | b) 2nd layer :Coarse sand 3mm to 6 mm |
| 30 | c) Third layer : Bazri 6 mm to 20 mm |
| 31 | d) Fourth layer : Bazri 20 mm to 25 mm |
| 32 | e) Bottom layer:Broken stone 50 mm to 75mm. |
| 33 | Providing and placing 1st class standard brocks in filter bed in two layers so as to make cross dreains as per the direction and entire satisfaction of Engineer in charge upto all lead & lifts |
| 34 | Providing and laying cement concretein M 30 grade but not leaner than 1:1:2(1cement:1sand:2graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form workand reinforcement and reinforcedconcrete work in :- |
| 35 | i)Foundation and Plinth in all leads and lifts. |
| 36 | ii) Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. |
| 37 | Providinglayingin trenches galvanised mild stell tube, tube medium grade tubefitting .(earth work in trenches to be measured and paid separately) as per direction and to theentire satisfaction of Engineer iin charge |
| 38 | (a) Inlet pipe50 mm |
| 39 | (b) Outletpipe50 mm |
| 40 | (c) Scourpipe65 mm |
| 41 | Providing and fixing cast steel Sluicevalvewith hand wheel complete in all respect and to the entire satisfaction of Engineer in charge. |
| 42 | (a) Supply Valve 50 mm |
| 43 | (b) Score valve 65 mm |
| 44 | Manufacturing, Supplying, Fabrication andFixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40x4mm for frame, MS flat 30x30x3mm for cover MS flat 25 x 5mm forfixing of sliding door bolt and MS sheet4 mm thiuck for protection of manhole covers of storage tanks includin the cost of cutting and welding o MA angle, MS flat & MS sheet, embedding in RCC slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 mm x 16 mm, MS Handle 100 mm, lock and applying a coat of red lead paint and painting two coat with steel paint (Firoza Blue) complete job in all respec in all leads and lifts and to the entire satisfaction of the Engineer in charge. |
| 45 | 1.20 meter heigh fencing (as per approved design) 1.80 meter 40x40x5 angle iron 2.50 meterscenter to centre and RCC struts with 9 horizontal lines and two diagonal of galvanised steel bar wire (IS 278-1982 type I) weighing 9.38 kg/100 meters (min) strained and fixed to posts by typing to 6 mm galvanised steel bar nails/clips with GI binding wire includingcost of Excavation RCC postsRCC struts and straining belts and embeded in cement conc 1:4:8 (1 cement: 4 sand : 8 graded stone agg 40 mm nominal size) and curing complette in all respect and to the entire satifaction of the Engineer in charge. |
| 46 | Steel work welded in built up sections,trusses & framed work including cutting,hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards,bars,ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge |
| 47 | Providing and laying cement concrete1:6:12(1Cement :6sand :12graded crushed stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinthcomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-charge upto all lead & lifts. |
| 48 | Random Rubble masonry /polygonal rubble masonary (coursed /brought to courses ) with hard stone of approvedquality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone agg.20mm nominal size) in plinth level in cement mortor 1:6 (1 cement : 6 sand). |
| 49 | Brick work using commomn burnt clay building brick in foundation and plinthin cemet mortor 1:6 (1 cement :6 sand) . In all leads and lifte (2nd class bricks). |
| 50 | Providing and fixingpressed steeldoors frame manufactured from commercial mild steel of 1.25mm thickness including hinges jump lock jamb beed and if required angle threshold of mild steel angle of section 50X25 mm or base tiles of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means ,adjustable lugs with split and tails to each jammb including steel but things 2.5 mm thick with guards,Lock strike plate and shock specified and apply oat of aproved steel primer after oretreatment of surface as directed by Enginner-in-charge. |
| 51 | P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws etc. complete black enamelled iron butt hinges with necessary screws40 mm thick 2nd class deodar wood etc complete. |
| 52 | Half bricks masonry in common burnt clay building bricks in cement mortar 1:4 (1 cement : 4 Sand). |
| 53 | Pointing and laying brick work with cement mortor 1:3 (1 Cement:3 sand) raised and cut. |
| 54 | Providing and laying bricks tiles over mumty roofs grouted with cement mortar 1:3 (1 cement 3 sand ) over a12 mm layer of CM 1:3 (1 cement 3 sand ) and finished neat with in all leads and lifts complete in all respect . |
| 55 | 6 mm cement plaster to ceillingin cement mortar 1:3 (1 cemet : 3 sand) with in all lead and lift. |
| 56 | 15mm cement plaster in single coat on rough side of brick /concrete stone walls for interior plaster up to floor two elvel including arrises, internal rounded angles, chamfers ad/or roundedangles not exceediong 80mm in girth and finished even and smooth in C.M 1:6 (1Cement :6 Sand) |
| 57 | 20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up tofloor 2 level including arrises, internal rounded angles. Chmafers and or rounded angles not exceeding 80 mm in grith and finished even and smooth with in all leads and lifts in C:M (1 cement: 6 sand). |
| 58 | Providing & Fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plaingrills. |
| 59 | Providing and Fixing wire gauge shutters using galvenised M.S. wire gauge of I.S. gauge designation 8 S. G. with wire of dia 0.56 mm for doors, windows i/c bright finished black iron enamelledburtt hinges with necessary screws 30 mm thick (2st class deodar wood)with in all leads and lifts complete in all respect. |
| 60 | Boulder filling behind theretaining wall floor with in all leads and lifts complete in all respect. |
| 61 | Constructing coursed rubble hammer dressed U shaped open surface drain with side wall 15x22 cm in cement mototr (1;6) (1 cement: 6 sand) and inside plastering with cement mortor 1:3 (1 cement : 3 sand) i/c earth work and laying 10 cms cement concrete in 1:5:10 ( 1 cement : 5 sand 10 graded stone 40 mm nominal size)and7.5 cmscement concrete 1:2:4 (1 cement : 2 sand 4 graded stone 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design with in all leads and and lifts complete in all respect. |
| 62 | White washing with lime on undecorated wall surfae two coat to give even shade i/c throughly brooming the surfae to remove all dust motor and other foreign matter with in all lead and lift. |
| 63 | Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth. |
| 64 | Finishing wall with water proofing cement paint of approved brand and manufacturing(two coats) brushingto give an evenshade i/ccleaning of oil dirt, dust and other foreign matters, and papering and knotting etc. with in all leads and lifts complete in all respect. |
| 65 | Providing and fixing anodised MS sliding doorboltswith bolts and nuts screw etc complete. |
| 66 | 300 * 16 mm |
| 67 | Providing and fixing anodised MS towerbolts ( barrel type)with screws etc. complete. |
| 68 | 250 *10 mm |
| 69 | Providing ad fixing anodised MShandleswithnecessary screws etc. complete. |
| 70 | 100 mm |
| 71 | Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink. |
| 72 | Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaning the surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white. |
| 73 | Precast terrazzo tiles hydrauliuc compressed 20 mm thick with marble chips of specified size in flooring cement mortar 1:6 (1 cement :6 sand ) joined with neat cement slurry (Dark shade). |
| 74 | Errection of all equipments from S.No. 1 to 4, 6 & 8i/c cost of tees, bends tapers & anyother fittings required as per site conditions& as per directions of Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender