Irrigation And Public Health Department has published Providing Sewerage Scheme To Kullu Town Demolition And Reconstruction Of Rcc Pillars , Manhole Chambers Along With Dismentalling And Relaying Of Ci Pipes In Main Pipe Line Near Lanka Bekar Area And Main Pipe Line From Lower Gandhinagar To Badah Side From. Submission Date for this Tender is 11-03-2021. Cast Iron Pipe Tenders in Kullu Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:- Providing Sewerage Scheme to Kullu Town (SH:- Demolition and Reconstruction of RCC Pillars, Manhole Chambers along with Dismentalling and Relaying of CI pipes in main pipe line near Lanka Bekar area and main pipe line from Lower Gandhinagar to Badah side from RD 800 to 1100) Estimated Cost:- Rs.10,04,857/- Earnest Cost:- 20,097/- Time Limit:- 02 Months | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts | 53.05 | Cum. | |
| 2 | 2 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect. | 248.54 | Cum. | |
| 3 | 3 | Demolition of Brick work above GL upto floor two level including stacking of serviciable materials and disposal of unserviceable materials with in all leads and lifts in cement mortor complete in all respect. | 9.18 | Cum. | |
| 4 | 4 | Demolition of of cement concrete upto 15 cm. Thick below GL upto 1.50 mtrs. depth i/c stacking of serviceable materials & disposal of unserviceable materials within 20 mtrs lead & lift and to the entire satisfaction of the Engineer in charge. | 2.57 | Cum. | |
| 5 | 5 | Dismantling of old C.I. Pipes 250 mm after taking out the pipes, breaking lead caulked joints, melting of lead & making into blocks including stacking of pipes at site within 20mtr lead & lift to the entire satsfaction of the Engineer in charge. | 127 | Rmt | |
| 6 | 6 | Relaying of old dismentaled CI pipes wiith lead coulked joints complete in all respect within all leads and lifts as per the direction of Engineer in charge. | 127 | Rmt | |
| 7 | 7 | Dismentaling of old DI pipes of 150 mm dia and stacking properly at site with in all leads and lifts as per the direction of Engineer in charge. | 180 | Rmt | |
| 8 | 8 | Relaying, jointing and testing of old dismentaled DI pipe 150 mm dia complete in all respect within all leads and lifts as per the direction of the Engineer in Charge. | 180 | Rmt | |
| 9 | 9 | Laying, jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with up to date ammendments in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gastek D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately). 250 mm dia class K7 | 150 | Rmt | |
| 10 | 10 | Laying, jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with up to date ammendments in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gastek D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately). 150 mm dia class K7 | 120 | Rmt | |
| 11 | 11 | Providing and laying in cement concrete 1:4:8 (1cement 4 sand 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts | 14.99 | Cum | |
| 12 | 12 | Random rubble masonry , polygonal rubble masonry un coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement con.1:6:12 in Cement mortar 1:6(1cement 6sand) with in all leads and lifts | 36 | Cum. | |
| 13 | 13 | Stone/boulder filling behind the retaining wall and under floor within all leads and lifts and as directed by the Engineer in charge. | 1.92 | Cum. | |
| 14 | 14 | Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. | |||
| 15 | 14.01 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. | 9.15 | Cum | |
| 16 | 14.02 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | 22.19 | Cum | |
| 17 | 14.03 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. Complete in all respect. | 0.93 | Cum | |
| 18 | 15 | Providing and laying in cement concrete 1:2:4 (1cement 2 sand 4 graded stone agg.20mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts | 23.91 | Sqm | |
| 19 | 16 | Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including centering shuttering and propping etc, with wooden battens & ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & Plain concrete work with in all leads and lifts in:- | |||
| 20 | 16.01 | In foundations , footings bases of columns and the like and mass concrete work conplete in all respect. | 12.44 | Sqm | |
| 21 | 16.02 | Vertical surfaces such as wall (any thickness) partition and the like including attached pilaster buttresses plinth and string course and the like circular or curved in plan | 182.14 | Sqm | |
| 22 | 16.03 | Flat surfaces such as soffits of suspended floors roofs, landings and the like floors etc.above 200mm in thickness. | 9.57 | Sqm | |
| 23 | 17 | Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. | 2433.75 | Kg. | |
| 24 | 18 | Providing and fixing steel/Fibre reinforcement in cement concrete SFRC man hole cover with frame confirming to IS 12592 Part-I-1998 with latest amendment 560mm (Medium duty) including all leads and lifts etc. complete in all respects. | 27 | Each | |
| 25 | 19 | Providing and Laying of Tyton (push on joints) to ductile iron pipes Plugs class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. | 28 | Each |
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