1Providing LWSS to Village Khudla and adjoining villages 2 LWSS Baira Bhadrota Surgana and Hatli Area 3 LWSS Bid Patta samsoh 4 Source level augmentation of various WSSLWSS in GP Kasmaila Dhanalag Jehmet and Narola from Dehar Satlug River

Amount

LWSS Khudla and adjoining Villages in G.P. Khudala Tehsil Baldwara Distt Mandi HP (Retrofitting of the scheme for providing FHTC) Construction of Over Head storage Tank 120000 Litrs. Capacity with 10 mtrs. Staging Height at Node Nos.3 ( Near Khudla Bazar) (Inlet Pipe dia 100 mm,Out let pipe dia 100 mm,Scour Pipe dia 100 mm,Over flow Pipe dia 100 mm)

Distribution System Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

80 mm dia (Light class)

100 mm dia (Light class)

House Hold Connection :- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

15 mm dia (Light Class

Providing and Fixing, Fitting for House hold tap including wheel valve, Union Elbow , Tee, Nipple Bib Cock, ferrule etc complete in all respect.

Gun metal Wheel valve 15 mm dia (for each house hold)

G.I. Union 15 mm dia medium duty

G.I. Union 20 mm dia medium duty

G.I. Union 25 mm dia medium duty

Elbow 15 mm dia medium duty

G.I Tee 15x15X 15 mm dia medium duty

G.I Tee 20x20 X15 mm dia medium duty

G.I Tee 25x25X 15 mm dia medium duty

Nipple 15 mm dia 15 CM long medium duty

Nipple 20 mm dia 15 CM long medium duty

Nipple 25 mm dia 15 CM long medium duty

Bib cock valve 15 mm dia

Ferrule

LWSS Baira Bhadrota Surgana and Hatli Area in Tehsil Sarkaghat Distt. Mandi HP (SH:- Providing Distribution system & 1875 Nos FHTC in various Villages) (Under Jal Jeevan Mission) Distribution System Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

20mm dia (Light class)

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

Providing and fixing Gun metal wheel valve of various dia screwed type as per ISI.778. Marked complete in all respect asa per direction and to the entire satisfaction of Eingineer in charge

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

House Hold Connection Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

15 mm dia (Light Class

Providing and Fixing, Fitting for House hold tap including wheel valve, Union Elbow , Tee, Nipple Bib Cock, ferrule etc complete in all respect.

Gun metal wheel valve 15 mm dia (for each house hold)

Elbow 15 mm dia medium duty

G.I. Union 15 mm dia medium duty

G.I. Union 20 mm dia medium duty

G.I. Union 25 mm dia medium duty

G.I. Union32 mm dia medium duty

G.I. Union 40 mm dia medium duty

G.I Tee 20x20x15 mm dia medium duty

G.I Tee 25x25x15 mm dia medium duty

G.I Tee 32x32x15 mm dia medium duty

G.I Tee 40x40x15 mm dia medium duty

G.I Reduce20x15 mm dia medium duty

G.I Reducer 25x15 mm dia medium duty

G.I Reducer 32x15 mm dia medium duty

G.I Reducer 40x15 mm dia medium duty

Nipple 15 mm dia 15 CM long medium duty

Nipple 25 mm dia 15 CM long medium duty

Nipple 32 mm dia 15 CM long medium duty

Nipple 40 mm dia 15 CM long medium duty

Bib cock valve 15 mm dia

Ferrule

Demolition below ground leval up to 1.5 mtrs. Depth & disposal of unserbicable material with in 20 mtrs lead unreinforced cement concrete up to 15 cm thickness complete in all respect (for 5% of total actul length.)i.e

Restoration of cement concrete road up to 15 cm thickness & P/L cement concret 1:3:6 (1 cement:3 sand:6 Graded stone aggregate 40 mm nominal size) including curring with 10 cm underneath boulder filling compleet in all respect. (for 15 mm dia G.I pipe)

Stone /Boulder filling under floor

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.s per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

LWSS Bid Patta samsoh in Tehsil Sarkaghat Distt. Mandi HP (SH:- Providing Distribution system & 1804 Nos FHTC in various villages) (Under Jal Jeevan Mission)Distribution System Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

20 mm dia (Light class)

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

Providing and fixing Gun metal wheel valve of various dia screwed type as per ISI.778. Marked complet in all respect as per direction and to the entire satisfaction of Eingineer in charge

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

House Hold Connection Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

15 mm dia (Light Class

Providing and Fixing, Fitting for House hold tao including wheel valve, Union Elbow , Tee, Nipple Bib Cock, ferrule etc complete in all respect.

Wheel valve 15 mm dia (for each house hold)

Elbow 15 mm dia medium duty

G.I. Union 15 mm dia medium duty

G.I. Union 20 mm dia medium duty

G.I. Union 25 mm dia medium duty

G.I. Union32 mm dia medium duty

G.I. Union 40 mm dia medium duty

G.I Tee 20x20x15 mm dia medium duty

G.I Tee 25x25x15 mm dia medium duty

G.I Tee32x32x15 mm dia medium duty

G.I Tee 40x40x15 mm dia medium duty

G.I Reduce20x15 mm dia medium duty

G.I Reducer 25x15 mm dia medium duty

G.I Reducer 32x15 mm dia medium duty

G.I Reducer 40x15 mm dia medium duty

Nipple 15 mm dia 15 CM long medium duty

Nipple 25 mm dia 15 CM long medium duty

Nipple 32 mm dia15 CM long medium duty

Nipple 40 mm dia15 CM long medium duty

Bib cock valve 15 mm dia medium duty

Ferrule

Demolation below ground leval up to 1.5 mtrs. Depth & disposal of unserbicable material with in 20 mtrs lead unreinforced cement concrete up to 15 cm thickness complete in all respect (for 5% of total actul length.)i.e

Restoration of cement concrete road up to 15 cm thickness & P/L cement concret 1:3:6 (1 cement:3 sand:6 Graded stone aggregate 40 mm nominal size) including curring with 10 cm underneath boulder filling compleet in all respect. (for 15 mm dia G.I pipe)

Stone /Boulder filling under floor

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.s per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Source leval augmentation of various WSS/LWSS in G.P. Kasmaila, Dhanalag, Jehmet and Narola from dehar (satlug River) (SH:- Retro fitting of the Scheme for providing (FHTC) Under jal jeevan Mission in Tehsil Sarkaghat Distt. Mandi HP. Civil work Excavation in foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when requaired into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.s per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Providing and laying cement concrete 1 : 1½ : 3 ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

(a) Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

(b) Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Ariches up to floor two level

Providing and placing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

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 batten and ballies, in all heights 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 :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Flat surface such as soffits of suspended floors, roofs,landing and the like floor etc.upto 200mm in thickness as per direction and to the entire satisfactioin of Engineer-in-Charge upto all lead and lifts.

Edges of slabs and breaks in floors and walls under 20cm wide in all leads and lift as per direction and to the entire satisfaction of Engineer-in -Change.

Providing form work of ordinary timber plankings so as to give a rough finish. i/c centring, shuttring & propping etc. hight of propping & centring below supporting floor to ceiling not exceeding 4mtr. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Ariches beyond 6.00 mtr. Span

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 Cenebt :3 Sand) complete in all respect with in all lead and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35.x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coat with redoxide paint, complete and manhole coverer fixed in Storage tank/Intank with Cement concrete 1:1.5:3 for nut and bolt 16mm dia and dismentalling of RCC work nad as per direction of Engineer-in-Charge.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

50 mm dia ( Light class)

80 mm dia ( Light class)

100 mm dia ( Light class)

Providing and fixing Gun metalwheel valve of various dia screwed type as per ISI.778. Marked complet in all respect asa per direction and to the entire satisfaction of Eingineer in charge

50 mm dia

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Providing & fixing double flanged Cast Iron Sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 With up to date amendment as per class PN-1.00 to withstand in normal seat pressure of 10.20 kg cm2 including champion sheet gasker 3mm thick, welding with MS flanges table-5 including as per IS:6392-1971 including carriage in all leads and to the satisfaction of Engineer -in-Charge.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete.600 x 600 x 750 mm inside syze With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

Providing and fixing steel fibre reinforced concrete( SFRC) manhole cover with frame of internal dia/ clear opening size of 560 mm dia (Medium duty) fitted with special cover lifting hooks & locking arrangement to the entire satisfaction of Engineer - in -Charge. Weight of SFRC cover & frame shall not be less than 100 Kg.

Distribution System Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

15 mm dia (Light class)

20mm dia (Light class)

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

Providing and fixing Gun metal wheel valve of various dia screwed type as per ISI.778. Marked complet in all respect asa per direction and to the entire satisfaction of Eingineer in charge

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

House Hold Connection Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( restoration of cement concrete / metalled surface shall be measured and paid extra).

Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

15 mm dia (Light Class

Providing and Fixing, Fitting for House hold tao including wheel valve, Union Elbow , Tee, Nipple Bib Cock, ferrule etc complete in all respect.

Wheel valve 15 mm dia (for each house hold)

Elbow 15 mm dia medium duty

G.I. Union 15 mm dia medium duty

G.I. Union 20 mm dia medium duty

G.I. Union 25 mm dia medium duty

G.I Tee 15x15 X 15 mm dia medium duty

G.I Tee 20x 20 X15 mm dia medium duty

G.I Tee 25x25 X 15 mm dia medium duty

Nipple 15 mm dia 15 CM long medium duty

Nipple 20 mm dia 15 CM long medium duty

Nipple 25 mm dia 15 CM long medium duty

Bib cock valve 15 mm dia

Ferrule

Demolation below ground leval up to 1.5 mtrs. Depth & disposal of unserbicable material with in 20 mtrs lead unreinforced cement concrete up to 15 cm thickness complete in all respect (for 5% of total actul length.)i.e

Restoration of cement concrete road up to 15 cm thickness & P/L cement concret 1:3:6 (1 cement:3 sand:6 Graded stone aggregate 20 mm nominal size) including curring with 10 cm underneath boulder filling compleet in all respect. (for 15 mm dia G.I pipe)

Stone /Boulder filling under floor

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.s per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Lahoty Buildcon Limited

Unipro Techno Infrastructure Pvt Ltd