Construction Of Lis Kanhol In Gp Sayri Tehsil Kandaghat Distt Solan Hp Sub Head _ Construction Of Rcc Intake _ Head Weir _ Rcc Sump Well _ Pump House _ Main Delivery Tank _ Rcc Out Lets _ Laying Of Distribution Net Works _ Laying Of Rising Main 80Mm, Gram Panchayat Sayri Tehsil Kandaghat-Himachal Pradesh

TDR : 28207385

Tender Notice
BOQ

Expired

Gram Panchayat Sayri Tehsil Kandaghat , Himachal Pradesh

Tender Brief : Construction Of Lis Kanhol In Gp Sayri Tehsil Kandaghat Distt Solan Hp Sub Head _ Construction Of Rcc Intake _ Head Weir _ Rcc Sump Well _ Pump House _ Main Delivery Tank _ Rcc Out Lets _ Laying Of Distribution Net Works _ Laying Of Rising Main 80Mm

Document Fees
₹ 400 /-

EMD
₹ 37000.0 /-

Tender Value
₹ 18.50 Lakhs /-

Submission Date
25-06-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of LIS Kanhol in G.P. Sayri Tehsil Kandaghat Distt. Solan H.P. (SH:- C/O RCC intake, head weir, RCC sump well, pump house, main delivery tank, RCC out lets, laying of distribution net works, laying of rising main 80mm dia & S/E of centrifugal pumping machinery).
1	1	Excavation in foundation and trenches in all type of soil such as pick work jumper work blasting soft & hard rock and through conglomeraterock upto all leads & lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge complete in all respect.	273.53	P/Cum
2	2	Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds, disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of Engineer-in-charge.	570.24	P/Cum
3	3	Providing and laying cement concrete 1:4:8 (1cement: 4approved sand: 8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts.	5.68	P/Cum
4	4	Providing and laying cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
5	4.01	Foundation and plinth including entire carriage of material upto all leads and lifts.	6.93	P/Cum
6	4.02	Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts.	20.21	P/Cum
7	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 and propping etc. with wooden batten and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs removal of the same for insitu RCC and PCC work in:-
8	5.01	Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like including entire carriage of material upto all leads and lifts.	235.27	P/Sqm
9	5.02	Flat surfaces such as sofits, suspended floors, roofs, landing and the like floors etc. 200mm thickness including entire carriage of material upto all leads and lifts.	21.34	P/Sqm
10	5.03	Edges of slabs & breaks in floor & walls under 20cm wide including enitre carriage of material upto all leads & lifts.	9.11	Rmt
11	6	Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level including entire carriage of material upto all leads & lifts.	2635.87	Kg
12	7	Cutting in earth work and disposal of excavated earth with in all leads and lifts of all kinds of soil and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts	11.62	P/Cum
13	8	Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded 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 HPPWD specification. including entire carriage of material upto all leads and lifts.	14.94	P/Cum
14	9	Providing & laying cement concrete 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size and curing omplete excluding cost of form work & reinforcement for RCC work in suspended floors, roofs landings shelve & their supports balconies girders bresumers and cantilevers upto floor two level i/c entire carriage of material upto all leads & lifts.	3.66	P/Cum
15	10	Providing & fixing man hole cover with frame 500mm dia (medium duty) total weight of frame and cover should not be less than 116 Kg. (weight of frame 58 kg and weight of cover 58 kg).	1	Each
16	11	Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in man holes with 200x200x100mm cement concrete 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.	7	Each
17	12	P/F C.I. ventilating pipe 100mm dia. 1 mtr. high with C.I. cowl fixed at top.	1	Each
18	13	Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottomdia. & 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 (1cement : 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 size 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.	1	Each
19	14	Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone aggregate 40mm nominal size and curing complete excluding cost of centering and shuttering in foundation and plinth including entire carriage of material upto all leads and lifts.	3.89	P/Cum
20	15	Random rubble masonry/ olygonal rubble masonry (un coursed/ brought to cources) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 sand:12 graded aggregate 20mm nominal size in cement mortor 1:6 (1cement:6 sand) in retaining walls & as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.	6.35	P/Cum
21	16	2nd class brick work using common burnt clay building bricks in super structure in cement mortor 1:6 (1cement:6sand) including entire carriage of material upto all leads and lifts.	10.38	P/Cum
22	17	15mm cement plaster in single coat on rough side of brick masonry for interior plaster upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:6 (1cement:6 sand) including entire carriage of material upto all leads and lifts.	42	P/Sqm
23	18	Pointing on brick work with cement mortar 1:3 (1cement:3sand) flush pointing including entire carriage of material upto all leads and lifts.	43.41	P/Sqm
24	19	Providing and fixing pressed steel door frames manufacuted from commercial M.S sheets of 1.25mm thickness including hinges jump lock jamb lead and it required angle threashald of MS angle 50x25mm or less tie of 1.25mm pressed MS welded or rigidly fixed together by mechanical means adjustable longs with split and tails to each jamb including steel butt hinges 2.5mm thick with guards, lock strick plate and shock as specified and applying a coat of steel primer after pretreatment of surface as directed by Engineer-in-Charge.
25	19.01	Profile- A	13.1	P/Rmt
26	19.02	Profile-B	3.15	P/Rmt
27	20	Providing and fixing 1mm thick M.S. sheet garrage door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint Using M.S. angles 40mmx40mmx6mm for diagonal braces including entire carriage of material upto all leads and lifts.	4.11	P/Sqm
28	21	Cement concrete flooring 1:2:4 (1cement:2sand :4graded stone aggregate 20mm nominal size) laid in one layer finished with floating coat of neat cement 40mm thick including entire carriage of material upto all leads and lifts.	12	P/Sqm
29	22	Stone filling dry hand packed under floor and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.	1.8	P/Cum
30	23	Applying priming coat over new steel and steel based surfaces after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter with ready mixed paint brushing wood primer pink including entire carriage of material upto all leads and lifts.	9.26	P/Sqm
31	24	Painting two coat excluding priming coat on new steel and steel surfaces with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter sand papering & stoping including entire carriage of material upto all leads & lifts.	9.26	P/Sqm
32	25	White washing with lime on decorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of lime wash and other foreign matter including entire carriage ofmaterial upto all leads and lifts.	54	P/Sqm
33	26	Hirmachi colour wash on undecorated wall surface (two coats) so give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of hirmachi wash and other foreign matter as per the direction of Engineer-in-charge Including entire carriage of material upto all leads and lifts.	43.41	P/Sqm
34	27	Providing 40x3mm flat iron hold fast 40 cm long including fixing to frame with 10mm diama meter bolts nuts and wooden plugs and embedding in cement concrete block 30x10x5cms 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.	12	Each
35	28	Providing and fixing M.S. grills of required patterns in frames of windows etc with M.S. flats, square or round bars including entire carriage of material upto all leads and lifts. Plain grill	23.81	P/Kg
36	29	Providing and fixing oxidized M.S. sliding door bolts with nuts and screws etc. complete as per the direction of Engineer,in-charge including entire carriage of material upto all leads and lifts. (250x16mm)	1	Each
37	30	Providing fixing oxidized M.S. tower bolts barrel type with necessary screws etc. complete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. (150x10mm)	12	Each
38	31	Providing fixing oxidized M.S. handle with necessary screws etc. complete as per the direction of Engineer,in-charge including entire carriage of material upto all leads and lifts. (100mm)	10	Each
39	32	Providing and fixing water opening gate including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.	14	Each
40	33	Laying of G.I. pipes (light grade) tube fittings in trenches etc. complete in all respect.
41	33.01	Inlet Pipe:- 80mm dia	6	Rmt
42	33.02	Outlet Pipe:- 100mm dia	6	Rmt
43	33.03	Scour Pipe:- 125mm dia	6	Rmt
44	34	Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (light grade) including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
45	34.01	40mm	150	P/Rmt
46	34.02	50mm	1140	P/Rmt
47	34.03	65mm	480	P/Rmt
48	34.04	80mm	870	P/Rmt
49	35	Laying, jointing, testing & commissioning at site in trenches GMS pipe (Heavy grade) of 80mm dia meters as specified jointed with butt welded according to relevant BIS code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipe should be confirm to BIS code 5822-1970 with all leads and lifts complete in all respects. The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded.	420	Rmt
50	36	Laying, jointing, testing & commissioning at site in trenches GMS pipe (Medium grade) of 80mm dia meters as specified jointed with butt welded according to relevant BIS code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipe should be confirm to BIS code 5822-1970 with all leads and lifts complete in all respects. The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded.	480	Rmt
51	37	Providing, welding and fixing M.S. flange confirming to BIS 6392-1971 specifications or (latest with upto date amendments) flanged dia, table and nominal pressure as specified below welded at both ends of pipe (as per site conditions for the particular reach as required) according to relevent IS code i.e IS 816-1969 and provided with nuts and bolts of required size as per BIS code 1364 i/c 3mm thick compressed asbestor fibre gasket of synthetic rubber gasket confirming to relevent BIS code 2712-1965 complete in all respect i/c all leads & lifts and as directed by the Engineer-in-charge. (80mm dia).
52	37.01	Table- 28 from RD 0/00 to RD 240.00	1	Each
53	37.02	Table- 17 from RD 240 to RD 660.00	1	Each
54	37.03	Table- 5 from RD 660 to RD 900.00	1	Each
55	38	Providing and fixing double swing type flanged cast steel sluice valve of Leader/ BHEL/ KSB/ Kirloskar/ Kilburn/ GLED/ Kartar/ KSB valve/ Fouress make valve and of 80mm dia having bye pass arrangement on the delivery line of the pump capable of with standing normal sheet pressure as per IS 5312-1884 P-I upto date ammendments class ASA-300 as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.	2	Each
56	39	Providing and fixing double flanged cast steel reflux valve of Leader/ BHEL/ KSB/ Kirloskar/ Kilburn/ GLED/ Kartar/ KSB valve/ Fouress make valve and of 80mm dia having bye pass arrangement on the delivery line of the pump capable of with standing normal sheet pressure as per IS 5312-1884 P-I upto date ammendments class ASA-300 as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.	1	Each
57	40	PUMPING MACHINERY CENTRIFUGAL:- Supply, Installation,Testing & Commissioning of star rated energy efficient horizontal spindle, horizontal/ radial split casing/ end suctions (back pull out arrangement) single/ double/ multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/ KSB/ Kirloskar/ Jyoti/ Beaconweir BS&BE or any other approved make confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/ Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor/ TEFC/ CACA of standard make such as Kirloskar/ BHEL/ Crompton/ NGEF/ GEC/ Siemens/ Jyoti/ Area Brown Boven (ABB)/ CGL and suitable for operation on 11 KV HT, 50 cycles/ second 3 phase AC electric supply. The power of electric motor/ motors should be at least (+) 10% in excess of the maximum power required by the pump/ pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/ motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current.
58	40.01	It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type, incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative, the design/drawings of Pumping Machinery is to be got approved by L-1 Contractor from the competent authority before placing supply order for the same after finalisation of tender. The rates shall be for complete Job to run the machinery in proper working. The pumping machinery & its accessories/ valves/ piping work etc. should meet with the following requirements. The detailed specificational requirements shall be as per design data sheet No.1 attached seperately.
59	40.02	(i) Sluice Valves/ Reflux Valves to be provided on delivey line:- These shall be double flanged valves of approved make & size of valves shall be of one size higher than delivery size of offered pump.The class of valves shall be, cast steel ASA-300. (ii) Reflux Valves to be provided in Rising Main:- It shall be double flanged valve of approved make & size of valve shall be same as dia of rising main pipe. The class of valve shall be Cast steel ASA-300. (iii) Piping work (Common Header, Delivery pipes & Suction pipes):- The piping work shall be of same specifications as the R-main in intial RD's. The size of common header shall be same as dia of R-Main. in No case pipe wall thickness shall be less than 4.80 mm. The common header & delivery pipes shall be properly jointed with flanges of appropriate Flange table with butt welds. (iv) Power shunt Capactors:- Capacotors shall be of suitable KVAR so as to improve power factor to 0.95 or above. (v) Pannel Boards:- It shall be of suitable size & capable to accomodate all above electrical accessories i/c providing & fixing in position these accessories & interconnections with cable of appropriate size & specifications. (vi) Startes:- Starters for pumping machinery shall be of approved make & of suitable rating suitable for safe running and operation of given motor or pumping machinery It shall be mounted on panel board with magnetic type over load release & dashpot, time lag,under voltage release with initial oil filling if required.
60	40.03	Stage-1st - 2 sets (both will work simultaneously) for duty condition discharge of = 2.11 LPS/ Per set with Total Head of = 234.00 mtr. The BHP is to be offered by the bidder & rate shall be filled in by the contractor per set.	2	Per set

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Name of Work: Construction of LIS Kanhol in G.P. Sayri Tehsil Kandaghat Distt. Solan H.P. (SH:- C/O RCC intake, head weir, RCC sump well, pump house, main delivery tank, RCC out lets, laying of distribution net works, laying of rising main 80mm dia & S/E of centrifugal pumping machinery).
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation in foundation and trenches in all type of soil such as pick work jumper work blasting soft & hard rock and through conglomeraterock upto all leads & lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge complete in all respect.		273.53	P/Cum
2	2	Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds, disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of Engineer-in-charge.		570.24	P/Cum
3	3	Providing and laying cement concrete 1:4:8 (1cement: 4approved sand: 8app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts.		5.68	P/Cum
4	4	Providing and laying cement concrete 1:1.5:3 (1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
5	4.01	Foundation and plinth including entire carriage of material upto all leads and lifts.		6.93	P/Cum
6	4.02	Wall (any thickness but not less than 0.1m thickness) attached pillasters,buttresses plinth and string courses etc. from top to foundation level upto floor two level and as per the direction of Engineer-in-charge.including entire carriage of material upto all leads and lifts.		20.21	P/Cum
7	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 and propping etc. with wooden batten and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs removal of the same for insitu RCC and PCC work in:-
8	5.01	Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like including entire carriage of material upto all leads and lifts.		235.27	P/Sqm
9	5.02	Flat surfaces such as sofits, suspended floors, roofs, landing and the like floors etc. 200mm thickness including entire carriage of material upto all leads and lifts.		21.34	P/Sqm
10	5.03	Edges of slabs & breaks in floor & walls under 20cm wide including enitre carriage of material upto all leads & lifts.		9.11	Rmt
11	6	Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level including entire carriage of material upto all leads & lifts.		2635.87	Kg
12	7	Cutting in earth work and disposal of excavated earth with in all leads and lifts of all kinds of soil and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts		11.62	P/Cum
13	8	Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded 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 HPPWD specification. including entire carriage of material upto all leads and lifts.		14.94	P/Cum
14	9	Providing & laying cement concrete 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size and curing omplete excluding cost of form work & reinforcement for RCC work in suspended floors, roofs landings shelve & their supports balconies girders bresumers and cantilevers upto floor two level i/c entire carriage of material upto all leads & lifts.		3.66	P/Cum
15	10	Providing & fixing man hole cover with frame 500mm dia (medium duty) total weight of frame and cover should not be less than 116 Kg. (weight of frame 58 kg and weight of cover 58 kg).		1	Each
16	11	Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in man holes with 200x200x100mm cement concrete 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.		7	Each
17	12	P/F C.I. ventilating pipe 100mm dia. 1 mtr. high with C.I. cowl fixed at top.		1	Each
18	13	Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottomdia. & 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 (1cement : 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 size 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.		1	Each
19	14	Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone aggregate 40mm nominal size and curing complete excluding cost of centering and shuttering in foundation and plinth including entire carriage of material upto all leads and lifts.		3.89	P/Cum
20	15	Random rubble masonry/ olygonal rubble masonry (un coursed/ brought to cources) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 sand:12 graded aggregate 20mm nominal size in cement mortor 1:6 (1cement:6 sand) in retaining walls & as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.		6.35	P/Cum
21	16	2nd class brick work using common burnt clay building bricks in super structure in cement mortor 1:6 (1cement:6sand) including entire carriage of material upto all leads and lifts.		10.38	P/Cum
22	17	15mm cement plaster in single coat on rough side of brick masonry for interior plaster upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:6 (1cement:6 sand) including entire carriage of material upto all leads and lifts.		42	P/Sqm
23	18	Pointing on brick work with cement mortar 1:3 (1cement:3sand) flush pointing including entire carriage of material upto all leads and lifts.		43.41	P/Sqm
24	19	Providing and fixing pressed steel door frames manufacuted from commercial M.S sheets of 1.25mm thickness including hinges jump lock jamb lead and it required angle threashald of MS angle 50x25mm or less tie of 1.25mm pressed MS welded or rigidly fixed together by mechanical means adjustable longs with split and tails to each jamb including steel butt hinges 2.5mm thick with guards, lock strick plate and shock as specified and applying a coat of steel primer after pretreatment of surface as directed by Engineer-in-Charge.
25	19.01	Profile- A		13.1	P/Rmt
26	19.02	Profile-B		3.15	P/Rmt
27	20	Providing and fixing 1mm thick M.S. sheet garrage door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of red lead paint Using M.S. angles 40mmx40mmx6mm for diagonal braces including entire carriage of material upto all leads and lifts.		4.11	P/Sqm
28	21	Cement concrete flooring 1:2:4 (1cement:2sand :4graded stone aggregate 20mm nominal size) laid in one layer finished with floating coat of neat cement 40mm thick including entire carriage of material upto all leads and lifts.		12	P/Sqm
29	22	Stone filling dry hand packed under floor and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.		1.8	P/Cum
30	23	Applying priming coat over new steel and steel based surfaces after and including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter with ready mixed paint brushing wood primer pink including entire carriage of material upto all leads and lifts.		9.26	P/Sqm
31	24	Painting two coat excluding priming coat on new steel and steel surfaces with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter sand papering & stoping including entire carriage of material upto all leads & lifts.		9.26	P/Sqm
32	25	White washing with lime on decorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of lime wash and other foreign matter including entire carriage ofmaterial upto all leads and lifts.		54	P/Sqm
33	26	Hirmachi colour wash on undecorated wall surface (two coats) so give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of hirmachi wash and other foreign matter as per the direction of Engineer-in-charge Including entire carriage of material upto all leads and lifts.		43.41	P/Sqm
34	27	Providing 40x3mm flat iron hold fast 40 cm long including fixing to frame with 10mm diama meter bolts nuts and wooden plugs and embedding in cement concrete block 30x10x5cms 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.		12	Each
35	28	Providing and fixing M.S. grills of required patterns in frames of windows etc with M.S. flats, square or round bars including entire carriage of material upto all leads and lifts. Plain grill		23.81	P/Kg
36	29	Providing and fixing oxidized M.S. sliding door bolts with nuts and screws etc. complete as per the direction of Engineer,in-charge including entire carriage of material upto all leads and lifts. (250x16mm)		1	Each
37	30	Providing fixing oxidized M.S. tower bolts barrel type with necessary screws etc. complete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. (150x10mm)		12	Each
38	31	Providing fixing oxidized M.S. handle with necessary screws etc. complete as per the direction of Engineer,in-charge including entire carriage of material upto all leads and lifts. (100mm)		10	Each
39	32	Providing and fixing water opening gate including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.		14	Each
40	33	Laying of G.I. pipes (light grade) tube fittings in trenches etc. complete in all respect.
41	33.01	Inlet Pipe:- 80mm dia		6	Rmt
42	33.02	Outlet Pipe:- 100mm dia		6	Rmt
43	33.03	Scour Pipe:- 125mm dia		6	Rmt
44	34	Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (light grade) including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
45	34.01	40mm		150	P/Rmt
46	34.02	50mm		1140	P/Rmt
47	34.03	65mm		480	P/Rmt
48	34.04	80mm		870	P/Rmt
49	35	Laying, jointing, testing & commissioning at site in trenches GMS pipe (Heavy grade) of 80mm dia meters as specified jointed with butt welded according to relevant BIS code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipe should be confirm to BIS code 5822-1970 with all leads and lifts complete in all respects. The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded.		420	Rmt
50	36	Laying, jointing, testing & commissioning at site in trenches GMS pipe (Medium grade) of 80mm dia meters as specified jointed with butt welded according to relevant BIS code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipe should be confirm to BIS code 5822-1970 with all leads and lifts complete in all respects. The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded.		480	Rmt
51	37	Providing, welding and fixing M.S. flange confirming to BIS 6392-1971 specifications or (latest with upto date amendments) flanged dia, table and nominal pressure as specified below welded at both ends of pipe (as per site conditions for the particular reach as required) according to relevent IS code i.e IS 816-1969 and provided with nuts and bolts of required size as per BIS code 1364 i/c 3mm thick compressed asbestor fibre gasket of synthetic rubber gasket confirming to relevent BIS code 2712-1965 complete in all respect i/c all leads & lifts and as directed by the Engineer-in-charge. (80mm dia).
52	37.01	Table- 28 from RD 0/00 to RD 240.00		1	Each
53	37.02	Table- 17 from RD 240 to RD 660.00		1	Each
54	37.03	Table- 5 from RD 660 to RD 900.00		1	Each
55	38	Providing and fixing double swing type flanged cast steel sluice valve of Leader/ BHEL/ KSB/ Kirloskar/ Kilburn/ GLED/ Kartar/ KSB valve/ Fouress make valve and of 80mm dia having bye pass arrangement on the delivery line of the pump capable of with standing normal sheet pressure as per IS 5312-1884 P-I upto date ammendments class ASA-300 as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.		2	Each
56	39	Providing and fixing double flanged cast steel reflux valve of Leader/ BHEL/ KSB/ Kirloskar/ Kilburn/ GLED/ Kartar/ KSB valve/ Fouress make valve and of 80mm dia having bye pass arrangement on the delivery line of the pump capable of with standing normal sheet pressure as per IS 5312-1884 P-I upto date ammendments class ASA-300 as per direction of Engineer-in-charge including entire carriage of material upto all leads & lifts.		1	Each
57	40	PUMPING MACHINERY CENTRIFUGAL:- Supply, Installation,Testing & Commissioning of star rated energy efficient horizontal spindle, horizontal/ radial split casing/ end suctions (back pull out arrangement) single/ double/ multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/ KSB/ Kirloskar/ Jyoti/ Beaconweir BS&BE or any other approved make confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/ Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor/ TEFC/ CACA of standard make such as Kirloskar/ BHEL/ Crompton/ NGEF/ GEC/ Siemens/ Jyoti/ Area Brown Boven (ABB)/ CGL and suitable for operation on 11 KV HT, 50 cycles/ second 3 phase AC electric supply. The power of electric motor/ motors should be at least (+) 10% in excess of the maximum power required by the pump/ pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/ motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current.
58	40.01	It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type, incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative, the design/drawings of Pumping Machinery is to be got approved by L-1 Contractor from the competent authority before placing supply order for the same after finalisation of tender. The rates shall be for complete Job to run the machinery in proper working. The pumping machinery & its accessories/ valves/ piping work etc. should meet with the following requirements. The detailed specificational requirements shall be as per design data sheet No.1 attached seperately.
59	40.02	(i) Sluice Valves/ Reflux Valves to be provided on delivey line:- These shall be double flanged valves of approved make & size of valves shall be of one size higher than delivery size of offered pump.The class of valves shall be, cast steel ASA-300. (ii) Reflux Valves to be provided in Rising Main:- It shall be double flanged valve of approved make & size of valve shall be same as dia of rising main pipe. The class of valve shall be Cast steel ASA-300. (iii) Piping work (Common Header, Delivery pipes & Suction pipes):- The piping work shall be of same specifications as the R-main in intial RD's. The size of common header shall be same as dia of R-Main. in No case pipe wall thickness shall be less than 4.80 mm. The common header & delivery pipes shall be properly jointed with flanges of appropriate Flange table with butt welds. (iv) Power shunt Capactors:- Capacotors shall be of suitable KVAR so as to improve power factor to 0.95 or above. (v) Pannel Boards:- It shall be of suitable size & capable to accomodate all above electrical accessories i/c providing & fixing in position these accessories & interconnections with cable of appropriate size & specifications. (vi) Startes:- Starters for pumping machinery shall be of approved make & of suitable rating suitable for safe running and operation of given motor or pumping machinery It shall be mounted on panel board with magnetic type over load release & dashpot, time lag,under voltage release with initial oil filling if required.
60	40.03	Stage-1st - 2 sets (both will work simultaneously) for duty condition discharge of = 2.11 LPS/ Per set with Total Head of = 234.00 mtr. The BHP is to be offered by the bidder & rate shall be filled in by the contractor per set.		2	Per set

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