Providing Lower Water Supply Scheme Dhori Khad To Batari, Kawanu, Chete,R Jarol & Shilajan In Gp Jarol Tehsil Kumarsain Distt. Shimla Hp (Sh:- Construction Of Head Weir ,Intake,Site Development For Civil Structure,Retaining Wall For P/House 1St &2Nd Sta, Gp Jarol Kotgarh-Himachal Pradesh

TDR : 21934225

Tender Notice
BOQ

Expired

Gp Jarol Kotgarh , Himachal Pradesh

Tender Brief : Providing Lower Water Supply Scheme Dhori Khad To Batari, Kawanu, Chete,R Jarol & Shilajan In Gp Jarol Tehsil Kumarsain Distt. Shimla Hp (Sh:- Construction Of Head Weir ,Intake,Site Development For Civil Structure,Retaining Wall For P/House 1St &2Nd Sta

Document Fees
₹ 400 /-

EMD
₹ 19126.0 /-

Tender Value
₹ 9.56 Lakhs /-

Submission Date
04-10-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Prov. LWSS Dhori Khad to Batari, Kawanu, Chete,r Jarol & Shilajan in GP Jarol Tehsil Kumarsain Distt. Shimla HP (SH:- C/o Head weir ,intake,site Development for civil structure,Retaining wall for P/House 1st &2nd stage,Sed/tank 14000 Ltrs. ,S/Well 2 Nos. 112000 ltrs. cap. each, Main S/Tank 89400 ltrs. &P/house 2 Nos.) Balance work there of.
1	1	Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.	BI01010001010000000000000515BI0100001113	520	Cum.
2	2	Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.	BI01010001010000000000000515BI0100001114	350	Cum.
3	3	Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:-	BI01010001010000000000000515BI0100001115
4	3.01	b) Walls (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.	BI01010001010000000000000515BI0100001116	0.21	Cum.
5	3.02	c)Suspended floor, roofs,landings and shelves and their supports , balconies,beams,girders, bressumers and cantelevers up to floor two levels in all leads & lifts	BI01010001010000000000000515BI0100001117	2.58	Cum.
6	3.03	d) Arches upto floor two levels.	BI01010001010000000000000515BI0100001118	7.74	Cum.
7	4	Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-	BI01010001010000000000000515BI0100001119
8	4.01	In Foundation & plinth	BI01010001010000000000000515BI0100001120	3.37	Cum.
9	4.02	Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level in all leads & lifts.	BI01010001010000000000000515BI0100001121	4.32	Cum.
10	5	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 , 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 including all leads and lifts in:-	BI01010001010000000000000515BI0100001122
11	5.01	Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i) Floors etc. upto 200mm in thickness.	BI01010001010000000000000515BI0100001123	40.99	Sqm
12	6	Providing form work of ordinary timber planking so as to give a rough finish including centring, shuttering,sturting and propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced :- Arches beyond 6 mtr span.	BI01010001010000000000000515BI0100001124	68.49	Sqm
13	7	Providing wood work in frames of door window &clear storey window & other frames wrought framed & fixed in position complete with all leads& lifts. 2nd class deodar wood.	BI01010001010000000000000515BI0100001125	0.75	Cum.
14	8	Providing & Fixing Panelled glazed or panned & glazed shutters for doors ,window & clearstorey windows incluiding black enamelled iron butt hings with necessary screws(40 mm thik in all leads &lifts 2nd class deodar wood)	BI01010001010000000000000515BI0100001126	13.36	Sqm
15	9	Prov. & fixing wire gauge shutter using galavanised MS Wire gauge of IS gauge designation 85 G with wire of dia. 0.56 mm for Doors, windows& clearstorey window i/c bright finished back enamelled iron hinges with necessary screws,2nd class deodar wood.	BI01010001010000000000000515BI0100001127	24.5	Sqm
16	10	20 mm cement plaster in single coat on rough side of brick/stone masonary for interior plastering up to floor two levels incluiding arrises rounded angles chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6 sand) with all leads & lifts and carriage of material.	BI01010001010000000000000515BI0100001128	125.36	Sqm
17	11	6mm cement plaster to ceiling in cement mortar 1:4 (1cement:4sand)with all leads & lifts.	BI01010001010000000000000515BI0100001129	293.74	Sqm
18	12	White washing with lime on un-decorated wall surfaces (2 coats )to give and even shade incluiding throughly bromming the surfaces to remove all dirts dust mortar,dirt and other foreign matter in all leads & lifts.	BI01010001010000000000000515BI0100001130	159	Sqm
19	13	Applying priming coat over new wood and wood based surface after and incluiding preparing the surfaces by throughly cleaning oil ,grease dirt & other foreign matter sand preparing and knotting ready mixedpait brushing in wood primer pink with in all leads & lifts.	BI01010001010000000000000515BI0100001131	72.88	Sqm
20	14	Painting two coats (Excluiding priming coat ) on new wood and wood based surface with ready mixed paint brushing to give and even shade incluiding cleaning of all dirt ,dust &other matter sand preparing and stopping with ready mixed paint and other than white with all leads &lifts.	BI01010001010000000000000515BI0100001132	72.88	Sqm
21	15	cement concrete flooring 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size)laid in one layer finished with a floating coat of neat cement (40mm thick )with all leads & lifts.	BI01010001010000000000000515BI0100001133	43.5	Sqm
22	16	Prov. Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect.in all leads & lifts.	BI01010001010000000000000515BI0100001134	4162.55	Kg
23	17	supplying cast iron cover without frame for man hole for frame of 455x610 mm internal dia metres CI cover (medium duty )the wt of cover to be not less than 58 kg.	BI01010001010000000000000515BI0100001135	1	Cum.
24	18	Prov. RCC work smooth finishing of the exposed surface with cement mortar 1:3(1cement:3sand )complete in all leads & lifts.	BI01010001010000000000000515BI0100001136	250.45	Sqm
25	19	Providing & fixing 200 mm wide cast iron rugs with chequared or ribbed non slip surfaces incluiding fxing in manhole complete 20mm× 200 mm × 100mm cement concrete 1:3:6 (1cement:3sand:6graded stone agg. 20mm nominal size) in all leads & lifts.	BI01010001010000000000000515BI0100001137	48	each
26	20	Wire crates made GI wire filled with boulders with square cut faces against the wire (wire crates to be measured &paid for separetly )GI wire 5mm thick corrosponding to SWG-6 (15cm× 15cm mesh )with in all leads & lifts as directed by Engineer -in-charge.	BI01010001010000000000000515BI0100001138	225	Sqm
27	21	wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured &paid for separetly )as directed by Engineer -in-charge.	BI01010001010000000000000515BI0100001139	46.88	Cum
28	22	providing & laying damp proof course 38mm thick with cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 12.50 mm nominal size &curing complete in all leads & lifts.	BI01010001010000000000000515BI0100001140	17.12	Sqm
29	23	Applying a coat of hot bitument (mexphalt)80/100 or equivalent using 1.70 kg per sqmt on damp proof course after cleaning the surfaces with a piece of cloth lightly soaked in kerosene oil with all leads & lifts.	BI01010001010000000000000515BI0100001141	17.12	Sqm
30	24	providing plinth protection 50 mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) with in all leads & lifts as per the direction of Engineer -in-charge .	BI01010001010000000000000515BI0100001142	35.74	Sqm
31	25	applying two coats of wood preservative on new wood based surfaces after incluiding preparing the surface by throughly cleaning dirt dust & other foreign matter.	BI01010001010000000000000515BI0100001143	14.46	Sqm
32	26	Finishing wall with water proofing cement paint of approved brand and manufacture of required shades as on undercorated wall surface(two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powered material.	BI01010001010000000000000515BI0100001144	115.9	Sqm
33	27	Providing & fixing 40 mm × 30mm flat iron hold fast 40cm long incluiding fixing to frame with 10mm diameter nuts &bolts wooden plug & embendting in cement concrete block 30×10 ×15cm 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) with in all leads & lifts .	BI01010001010000000000000515BI0100001145	56	each
34	28	Providing and fixing followings anodized aluminium fittings of anodized transparent and shade with necessary screws etc. complete.	BI01010001010000000000000515BI0100001146
35	28.01	P/F MS Sliding door bolts 300 mm × 16mm	BI01010001010000000000000515BI0100001147	10	each
36	28.02	P/F MS Tower bolts (barrel type ) 250 mm × 10mm	BI01010001010000000000000515BI0100001148	20	each
37	28.03	P/F MS Tower bolts (barrel type ) 150 mm × 10mm	BI01010001010000000000000515BI0100001149	104	each
38	28.04	P/F MS Tower bolts (barrel type ) 100 mm × 10mm	BI01010001010000000000000515BI0100001150	24	each
39	28.05	P/F MS Handle 125 mm dia.	BI01010001010000000000000515BI0100001151	80	each
40	28.06	P/F MS Handle 100 mm dia.	BI01010001010000000000000515BI0100001152	24	each
41	29	Providing & fixing MS round bars 16mm in windows ventilators	BI01010001010000000000000515BI0100001153	247	kg
42	30	P/F MS Fan clamp (type-1 of 16 mm dia MS Bar bent to shape with hooked ends in RCC slab during laying i/c painting the exposed portion of loop all as per standred design complete .	BI01010001010000000000000515BI0100001154	4	each
43	31	Constructing chamber for sluice valve, with Ci surfaces box 100mm top dia. 160 mm bottom dia.& 180 mm deep (inside) with chained lid RCC top 1:2:4(1cement :2 sand :4 graded stone aggregate 20 mm nominal size )100 mm thick foundation concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40 mm nominal size )& inside plastering with cement mortar 1:3 (1cement :3sand) finished with a floating coat of neat cement i/c curing complete.600×600 ×750mm inside size with 150 mm thick walls of RCC 1:2:4(1cement:2sand :4 graded stone aggregate 20 mm nominal size ) complete with form work &reinforced with 6mm bars at not exceeding 150 mm centres both ways.	BI01010001010000000000000515BI0100001155	3	each
44	32	Providing & fixing ventilator in top slab of 40×40 ×6mm angles welded complete.	BI01010001010000000000000515BI0100001156	3	each
45	33	Steel work welded in built up sections,incluiding ,cutting, hoisting ,fixing in positions and applying a priming coat of read lead paint in grating framed guard bars ladders railing brackets & similar works.	BI01010001010000000000000515BI0100001157	307.65	kg
46	34	providing & Fixing SFRC manhole cover with frame having frame size of 560 mm internal dia shoud not be less than 100 kg.	BI01010001010000000000000515BI0100001158	5	each
47	35	P/F C.I. Sluice valve (with hand wheel )as per IS 780-1984 Class -1 up to 300 mm dia.(i/c brass spindle 7as per 2906-1984 class-2 for dia >300 mm) complete with nuts ,bolts ,rubber insertion etc. (the tail piece if required shall be measured & paid separately)100 mm dia.	BI01010001010000000000000515BI0100001159	4	each
48	36	Laying and Jointing in trenches GMS tubes (Light grade) tube fittings such as bends,tee ,unions etc. as per direction and to the entire satisfaction of engineer in charge (Earth work in trenches to be measured separetly and paid separetly) in all leads & lifts.	BI01010001010000000000000515BI0100001160
49	36.01	GI pipe 80 mm dia.	BI01010001010000000000000515BI0100001161	20	Rmt.
50	37	Providing & fixing brass fullway wheel valves of various dia of approved quality.	BI01010001010000000000000515BI0100001162
51	37.01	32mm	BI01010001010000000000000515BI0100001163	1	each
52	37.02	80mm	BI01010001010000000000000515BI0100001164	2	each

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Providing Lower Water Supply Scheme Dhori Khad To Batari, Kawanu, Chete,R Jarol & Shilajan In Gp Jarol Tehsil Kumarsain Distt. Shimla Hp (Sh:- Construction Of Head Weir ,Intake,Site Development For Civil Structure,Retaining Wall For P/House 1St &2Nd Sta, Gp Jarol Kotgarh-Himachal Pradesh

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Name of Work: Prov. LWSS Dhori Khad to Batari, Kawanu, Chete,r Jarol & Shilajan in GP Jarol Tehsil Kumarsain Distt. Shimla HP (SH:- C/o Head weir ,intake,site Development for civil structure,Retaining wall for P/House 1st &2nd stage,Sed/tank 14000 Ltrs. ,S/Well 2 Nos. 112000 ltrs. cap. each, Main S/Tank 89400 ltrs. &P/house 2 Nos.) Balance work there of.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.	BI01010001010000000000000515BI0100001113	520	Cum.
2	2	Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.	BI01010001010000000000000515BI0100001114	350	Cum.
3	3	Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:-	BI01010001010000000000000515BI0100001115
4	3.01	b) Walls (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.	BI01010001010000000000000515BI0100001116	0.21	Cum.
5	3.02	c)Suspended floor, roofs,landings and shelves and their supports , balconies,beams,girders, bressumers and cantelevers up to floor two levels in all leads & lifts	BI01010001010000000000000515BI0100001117	2.58	Cum.
6	3.03	d) Arches upto floor two levels.	BI01010001010000000000000515BI0100001118	7.74	Cum.
7	4	Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-	BI01010001010000000000000515BI0100001119
8	4.01	In Foundation & plinth	BI01010001010000000000000515BI0100001120	3.37	Cum.
9	4.02	Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level in all leads & lifts.	BI01010001010000000000000515BI0100001121	4.32	Cum.
10	5	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 , 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 including all leads and lifts in:-	BI01010001010000000000000515BI0100001122
11	5.01	Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i) Floors etc. upto 200mm in thickness.	BI01010001010000000000000515BI0100001123	40.99	Sqm
12	6	Providing form work of ordinary timber planking so as to give a rough finish including centring, shuttering,sturting and propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu reinforced :- Arches beyond 6 mtr span.	BI01010001010000000000000515BI0100001124	68.49	Sqm
13	7	Providing wood work in frames of door window &clear storey window & other frames wrought framed & fixed in position complete with all leads& lifts. 2nd class deodar wood.	BI01010001010000000000000515BI0100001125	0.75	Cum.
14	8	Providing & Fixing Panelled glazed or panned & glazed shutters for doors ,window & clearstorey windows incluiding black enamelled iron butt hings with necessary screws(40 mm thik in all leads &lifts 2nd class deodar wood)	BI01010001010000000000000515BI0100001126	13.36	Sqm
15	9	Prov. & fixing wire gauge shutter using galavanised MS Wire gauge of IS gauge designation 85 G with wire of dia. 0.56 mm for Doors, windows& clearstorey window i/c bright finished back enamelled iron hinges with necessary screws,2nd class deodar wood.	BI01010001010000000000000515BI0100001127	24.5	Sqm
16	10	20 mm cement plaster in single coat on rough side of brick/stone masonary for interior plastering up to floor two levels incluiding arrises rounded angles chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6 sand) with all leads & lifts and carriage of material.	BI01010001010000000000000515BI0100001128	125.36	Sqm
17	11	6mm cement plaster to ceiling in cement mortar 1:4 (1cement:4sand)with all leads & lifts.	BI01010001010000000000000515BI0100001129	293.74	Sqm
18	12	White washing with lime on un-decorated wall surfaces (2 coats )to give and even shade incluiding throughly bromming the surfaces to remove all dirts dust mortar,dirt and other foreign matter in all leads & lifts.	BI01010001010000000000000515BI0100001130	159	Sqm
19	13	Applying priming coat over new wood and wood based surface after and incluiding preparing the surfaces by throughly cleaning oil ,grease dirt & other foreign matter sand preparing and knotting ready mixedpait brushing in wood primer pink with in all leads & lifts.	BI01010001010000000000000515BI0100001131	72.88	Sqm
20	14	Painting two coats (Excluiding priming coat ) on new wood and wood based surface with ready mixed paint brushing to give and even shade incluiding cleaning of all dirt ,dust &other matter sand preparing and stopping with ready mixed paint and other than white with all leads &lifts.	BI01010001010000000000000515BI0100001132	72.88	Sqm
21	15	cement concrete flooring 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size)laid in one layer finished with a floating coat of neat cement (40mm thick )with all leads & lifts.	BI01010001010000000000000515BI0100001133	43.5	Sqm
22	16	Prov. Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect.in all leads & lifts.	BI01010001010000000000000515BI0100001134	4162.55	Kg
23	17	supplying cast iron cover without frame for man hole for frame of 455x610 mm internal dia metres CI cover (medium duty )the wt of cover to be not less than 58 kg.	BI01010001010000000000000515BI0100001135	1	Cum.
24	18	Prov. RCC work smooth finishing of the exposed surface with cement mortar 1:3(1cement:3sand )complete in all leads & lifts.	BI01010001010000000000000515BI0100001136	250.45	Sqm
25	19	Providing & fixing 200 mm wide cast iron rugs with chequared or ribbed non slip surfaces incluiding fxing in manhole complete 20mm× 200 mm × 100mm cement concrete 1:3:6 (1cement:3sand:6graded stone agg. 20mm nominal size) in all leads & lifts.	BI01010001010000000000000515BI0100001137	48	each
26	20	Wire crates made GI wire filled with boulders with square cut faces against the wire (wire crates to be measured &paid for separetly )GI wire 5mm thick corrosponding to SWG-6 (15cm× 15cm mesh )with in all leads & lifts as directed by Engineer -in-charge.	BI01010001010000000000000515BI0100001138	225	Sqm
27	21	wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured &paid for separetly )as directed by Engineer -in-charge.	BI01010001010000000000000515BI0100001139	46.88	Cum
28	22	providing & laying damp proof course 38mm thick with cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 12.50 mm nominal size &curing complete in all leads & lifts.	BI01010001010000000000000515BI0100001140	17.12	Sqm
29	23	Applying a coat of hot bitument (mexphalt)80/100 or equivalent using 1.70 kg per sqmt on damp proof course after cleaning the surfaces with a piece of cloth lightly soaked in kerosene oil with all leads & lifts.	BI01010001010000000000000515BI0100001141	17.12	Sqm
30	24	providing plinth protection 50 mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) with in all leads & lifts as per the direction of Engineer -in-charge .	BI01010001010000000000000515BI0100001142	35.74	Sqm
31	25	applying two coats of wood preservative on new wood based surfaces after incluiding preparing the surface by throughly cleaning dirt dust & other foreign matter.	BI01010001010000000000000515BI0100001143	14.46	Sqm
32	26	Finishing wall with water proofing cement paint of approved brand and manufacture of required shades as on undercorated wall surface(two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powered material.	BI01010001010000000000000515BI0100001144	115.9	Sqm
33	27	Providing & fixing 40 mm × 30mm flat iron hold fast 40cm long incluiding fixing to frame with 10mm diameter nuts &bolts wooden plug & embendting in cement concrete block 30×10 ×15cm 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) with in all leads & lifts .	BI01010001010000000000000515BI0100001145	56	each
34	28	Providing and fixing followings anodized aluminium fittings of anodized transparent and shade with necessary screws etc. complete.	BI01010001010000000000000515BI0100001146
35	28.01	P/F MS Sliding door bolts 300 mm × 16mm	BI01010001010000000000000515BI0100001147	10	each
36	28.02	P/F MS Tower bolts (barrel type ) 250 mm × 10mm	BI01010001010000000000000515BI0100001148	20	each
37	28.03	P/F MS Tower bolts (barrel type ) 150 mm × 10mm	BI01010001010000000000000515BI0100001149	104	each
38	28.04	P/F MS Tower bolts (barrel type ) 100 mm × 10mm	BI01010001010000000000000515BI0100001150	24	each
39	28.05	P/F MS Handle 125 mm dia.	BI01010001010000000000000515BI0100001151	80	each
40	28.06	P/F MS Handle 100 mm dia.	BI01010001010000000000000515BI0100001152	24	each
41	29	Providing & fixing MS round bars 16mm in windows ventilators	BI01010001010000000000000515BI0100001153	247	kg
42	30	P/F MS Fan clamp (type-1 of 16 mm dia MS Bar bent to shape with hooked ends in RCC slab during laying i/c painting the exposed portion of loop all as per standred design complete .	BI01010001010000000000000515BI0100001154	4	each
43	31	Constructing chamber for sluice valve, with Ci surfaces box 100mm top dia. 160 mm bottom dia.& 180 mm deep (inside) with chained lid RCC top 1:2:4(1cement :2 sand :4 graded stone aggregate 20 mm nominal size )100 mm thick foundation concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40 mm nominal size )& inside plastering with cement mortar 1:3 (1cement :3sand) finished with a floating coat of neat cement i/c curing complete.600×600 ×750mm inside size with 150 mm thick walls of RCC 1:2:4(1cement:2sand :4 graded stone aggregate 20 mm nominal size ) complete with form work &reinforced with 6mm bars at not exceeding 150 mm centres both ways.	BI01010001010000000000000515BI0100001155	3	each
44	32	Providing & fixing ventilator in top slab of 40×40 ×6mm angles welded complete.	BI01010001010000000000000515BI0100001156	3	each
45	33	Steel work welded in built up sections,incluiding ,cutting, hoisting ,fixing in positions and applying a priming coat of read lead paint in grating framed guard bars ladders railing brackets & similar works.	BI01010001010000000000000515BI0100001157	307.65	kg
46	34	providing & Fixing SFRC manhole cover with frame having frame size of 560 mm internal dia shoud not be less than 100 kg.	BI01010001010000000000000515BI0100001158	5	each
47	35	P/F C.I. Sluice valve (with hand wheel )as per IS 780-1984 Class -1 up to 300 mm dia.(i/c brass spindle 7as per 2906-1984 class-2 for dia >300 mm) complete with nuts ,bolts ,rubber insertion etc. (the tail piece if required shall be measured & paid separately)100 mm dia.	BI01010001010000000000000515BI0100001159	4	each
48	36	Laying and Jointing in trenches GMS tubes (Light grade) tube fittings such as bends,tee ,unions etc. as per direction and to the entire satisfaction of engineer in charge (Earth work in trenches to be measured separetly and paid separetly) in all leads & lifts.	BI01010001010000000000000515BI0100001160
49	36.01	GI pipe 80 mm dia.	BI01010001010000000000000515BI0100001161	20	Rmt.
50	37	Providing & fixing brass fullway wheel valves of various dia of approved quality.	BI01010001010000000000000515BI0100001162
51	37.01	32mm	BI01010001010000000000000515BI0100001163	1	each
52	37.02	80mm	BI01010001010000000000000515BI0100001164	2	each

Providing Lower Water Supply Scheme Dhori Khad To Batari, Kawanu, Chete,R Jarol & Shilajan In Gp Jarol Tehsil Kumarsain Distt. Shimla Hp (Sh:- Construction Of Head Weir ,Intake,Site Development For Civil Structure,Retaining Wall For P/House 1St &2Nd Sta, Gp Jarol Kotgarh-Himachal Pradesh

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