Construction Of Type-Iii Quarter For Agriculture Staff At Chowari Tehsil Bhattiyat Distt . Chamba H . P ., Banikhet-Himachal Pradesh

TDR : 25756690

Tender Notice
BOQ

Expired

Banikhet , Himachal Pradesh

Tender Brief : Construction Of Type-Iii Quarter For Agriculture Staff At Chowari Tehsil Bhattiyat Distt . Chamba H . P .

Document Fees
₹ 1000 /-

EMD
₹ 39500.0 /-

Tender Value
₹ 15.78 Lakhs /-

Submission Date
29-10-2020

Competition Type
Indian

Bidding Type
Tender

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Name of work: - Construction of Type-III Quarter of Agriculture Staff at Chowari Tehsil Bhattiyat Distt Chamba (HP).
1	1.01	Dismantling roofing including ridges, hips, valleys, gutters etc.stacking the serviceable materials and disposal of un –serviceable material within 20 metres lead G.I.Sheet roofing.	BI01010001010000000000000515BI0100001113	33.8	Sqm
2	2.01	Dismantling wood work .wrought framed and fixing in frames other frames and trusses of span upto 10 metres and height between ridge and floor level stacking the serviceable materials and disposal of un- serviceable materials with in 20 metres lead sectional area under 40sq.cm	BI01010001010000000000000515BI0100001114	71.25	Meter
3	3.01	Dismantling doors.window and clerestory window,ventilators etc. (wood or steel) shutters including chokhats,architraves,hold fasts and other attachments etc.complete and stacking them within 20 metres lead not exceeding 3 sqm in area.	BI01010001010000000000000515BI0100001115	22	Each
4	4.01	Demolition of stone masonry above G.L upto floor two level including stacking of serviceable materials and disposal of un- serviceable materials within 20 metres lead.Dressed stone in cement morter	BI01010001010000000000000515BI0100001116	35.68	Cum
5	5.01	Excavation in foundations, trenches in earth work in all heights and depths in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and with all kinds of labour ,machineries, tools equipment's and safety measures and incidentals necessary to complete the work by mechanical means and labour if required ) including returning the excavated soil in plinths , sides of foundations, consolidating each deposited layer by ramming and watering. All useful material such as stones shingles aggregates and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes o transportation and used / removed per the direction of engineer in charge. Any loss to the public and private property during the course of excavation and disposal od serviceable and unserviceable material shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.	BI01010001010000000000000515BI0100001117	147.77	Cum
6	6.01	Filling in plinth with sand under floors i/c watering , ramming, consolidating and dressing complete.	BI01010001010000000000000515BI0100001118	6.52	Cum
7	7.01	Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering. Shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling in all heights and removal of the same for insitu-reinforced concrete & plain concrete work with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-	BI01010001010000000000000515BI0100001119
8	7.02	a) Foundation, Footings bases of columns and like and mass concrete.	BI01010001010000000000000515BI0100001120	183.77	Sqm.
9	7.03	b) Flat surfaces such as soffits of suspended floors, roofs, landings and the like.: Floors etc. upto 200 mm in thickness.	BI01010001010000000000000515BI0100001121	80.92	Sqm.
10	7.04	c)Columns, pillars, posts and struts square, rectangular or polygonal in plan.	BI01010001010000000000000515BI0100001122	111	Sqm.
11	7.05	d)Beams, cantilever, girders and lintels: Sides and soffits of beams, beam haunchings, cantilievers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.		89.2	Sqm
12	7.06	d) Edges of slabs and breaks in floors and walls: Under 20 cm. wide.		58.61	Rmt.
13	8.01	Providing and laying mechanically mixed cement concrete 1:5:10 (1cement :5 sand : 10 graded stone aggregate forty mm nominal size broken / crushed) and curing complete excluding cost of form work in: Foundation and plinth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		16.33	Cum
14	9.01	Providing and laying mechanically mixed cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate forty mm nominal size broken / crushed) and curing complete excluding cost of form work in: Foundation and plinth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		13.75	Cum
15	10.01	Providing and laying mechanically mixed and vibrated cement concrete work 1:2:4 (one Cement :two Sand :four graded stone aggregate twenty mm nominal size crushed ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-
16	10.02	a) Foundation, Footings bases of columns and like and mass concrete.		39.63	Cum
17	10.03	b) Suspended floor, roofs, landings & shelves, and their supports balconies, beams, girders, bressumers and cantilever upto all floor level .		23.8	Cum
18	10.04	c) Columns, pillars, posts and struts upto all floor level.		5.27	cum
19	10.05	d) Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing upto all floor level.		1.22	cum
20	11.01	Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		6700	Kg
21	12.01	Brick work using common burnt clay building bricks second class in foundation & plinth and Super-structure above plinth level upto & above floor all levels in Cement mortar 1:6 (1 Cement: 6 Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		26.4	cum
22	13.01	Half brick work using common burnt clay building bricks second class in extra for half brick masonry in Super-structure above plinth level upto & above floor all levels in Cement mortar 1:4 (one Cement:four Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		69.03	sqm
23	14.01	Square rubble masonry coursed with hard stone of approved quality in foundation and plinth level in: cement mortar 1:6 (1Cement: 6 sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		19.47	cum
24	15.01	Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately) including all leads and lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		19.47	cum
25	16.01	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position : 2nd class Deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		1.19	cum
26	17.01	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws: 40 mm thick 2nd class Deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		36.1	Sqm
27	18.01	Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws:40 mm thick 2nd class deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		23.5	Sqm
28	19.01	Providing 40X3 mm flat iron hold fast 40 cm Long including fixing to frame with 10 mm diameter bolts & nuts and wooden plugs and embedding in cement concrete block 30 X 10 X 15cm. 1:3:6 ( one cement : three sand: six graded stone aggregate twenty mm nominal size crushed) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		86	Each
29	20.01	P/F 25 mm thick water proof commercial board in shelves/box for cup board with butt joints & fixing with nails & screws etc.complete.		8.58	sqm
30	21.01	P/F 12 mm thick and 100 mm wide pelmet with 25 mm dia. wooden curtain rod and brackets i/c fixing with 25*3mm M.S. flat 10cm long and plugs etc. complete. Ist class D/Wood		17.93	rmt
31	22.01	Providing and fixing 75mm X 60mm rounded hand rails in straight length fixed in position: 2nd class Deodar wood with in all leads& lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		5.1	Rmt
32	23.01	Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws.: Plain grill with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		288.5	Kg.
33	24.01	Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
34	24.02	a) 250 x16 mm		9	Each
35	25.01	Providing and fixing aluminum tower bolt (barrel type) anodized transparent or died to required shade and color with screws etc. complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge:
36	25.02	a) 200x10mm		18	Each
37	25.03	b) 150x10mm		140	Each
38	26.01	Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
39	26.02	a)125 mm		18	Each
40	26.03	b) 100mm		72	Each
41	27.01	P/F M.S sefety hasps and stapples with necessary screws etc.complete.150 mm		4	Each
42	28.01	P/F M.S hooks and eyes. 150mm		40	Each
43	29.01	White glazed tiles 6mm thick in skirting, risers of steps and dado laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand)and jointed with cement slurry.		16.27	Sqm.
44	30.01	P/L granite stone in flooring 20 mm (average) thickness base of cement morter 1:3 (1 cement :3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete.20 mm thick.		2.83	sqm
45	31.01	P/L Dura stone vitrified tiles (30030010mm) grey/coloured of approved shade in flooring, treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.		71.7	Sqm.
46	32.01	P/L Dura stone vitrified tiles (30030010mm) grey/coloured of approved shade in skirting risers of steps and dados on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.		10.2	Sqm.
47	33.01	P/F on wall face C.I. rain water pipes i/c filling the joints with spun yarn and cement mortar 1:2 (1 cement : 2 sand). 100 dia. pipe.		14.4	Rmt.
48	34.01	P/F on wall face C.I. accessories for rain water pipes i/c filling the joints with yarn soaked in cement slurry and cement mortar 1:2 (1 cement : 2 sand).
49	34.02	i) C.I. bend 100mm dia.		8	each
50	34.03	ii) C.I. Plain shoes 100mm dia.		8	each
51	35.01	P/F M.S. holder bat clamps of approved design ti C.I. or S.C.I. pipes embedded in and i/c cement concrete blocks 101010 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the wall etc.		8	each
52	36.01	P/F M.S. fan clamp type-I of 16mm dia. M.S. bar bent to shape with hooked ends in R.C.C. slab during laying i/c painting the exposed portion of loop all as per standard design complete.		4	each
53	37.01	P/F angle iron cupboard frames manufactured from M.S. Angle iron section 25255mm thickness i/c hinges ,jamb, lock,jamb beed and if required angle thrashold of mild steel angle 25*25mm welded or rigidly fixid by mechanical means,lugs with split end tails to each jamb i/c steel butt hinges 2.5mm thick with provision for locking arrangements and shock obsorber as specified and applying steel primer after pretreatment of the surface as directed by Engineer-in-charge.		31.04	rmt
54	38.01	Applying priming coat over new steel and other metal surface after and including preparing the surface by thoroughly cleaning oil, greace, dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead,red-oxide/zinc oxide chrome within all leads and lifts and as per the directions of Engineer-in-Charge.		27.48	Sqm
55	39.01	Painting two coats (excluding priming coat) on new steel and other metal surfaces, with enamel paint, brushing to give an even shade including cleaning of all dirt, dust and other foreign matter enamel paint other than white with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		27.48	Sqm
56	40.01	Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter) sand papering and knotting: Ready mixed paint brushing wood primer pink with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		136.36	Sqm
57	41.01	Painting two coats (excluding priming coat) on new wood and wood based surfaces, with enamel paint, brushing to give an even shade including cleaning of all dirt, dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		136.36	Sqm
58	42.01	6mm (six millimeter) cement plaster to ceiling including carriage of material with in all leads and lifts in: Cement Mortar 1:3 (1 cement: 3 sand)		109.36	Sqm.
59	43.01	15mm cement plaster in two coats backing coat 10mm and finishing coat 5mm thick on fair side of brick masonry/stone masonry/concrete walls for interior plastering up to floor two level i/c arises, internal angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement mortar 1:5 (1 cement : 5 sand).		464.41	Sqm.
60	44.01	Pointing on square rubble ,coursed or uncoursed stone masonry with cement mortar 1:3 (1 cement :3 sand) .Ruled pointing.		17.31	sqm
61	45.01	Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete within all leads and lifts and as per the directions of Engineer-in-Charge.		573.77	Sqm
62	46.01	Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete within all leads and lifts and as per the direction of Engineer-in-Charge.		132.79	Sqm
63	47.01	Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		440.98	Sqm
64	48.01	Providing under layer to plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm normal size with ramming and consolidated and grouted with fine sand including preparation of ground within all leads and lifts and other incidentals as per approved design, drawing, specification etc.and as directed by the Engineer-in-charge.		18.12	Sqm
65	49.01	Providing plinth protection 50mm thick in mechanically mixed cement concrete 1:3:6 (one cement: three sand: six graded stone aggregated twenty mm nominal size broken/crushed) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		18.12	Sqm
66	50.01	Constructing course rubble hammer dressed ‘U’ shape open surface drain with side wall 15×22 cm in cement mortar 1:6 (1 cement:6 sand) and inside plastering with cement plaster 1:3 (1 cement:3 sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 cement:5 sand:10 graded stone aggregate of 40 mm nominal size broken/crushed) and 7.50 cm cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20mm nominal size crushed ) and finished with a floating coat of neat cement complete as per standard design within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		42.06	Rmt.

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Construction Of Type-Iii Quarter For Agriculture Staff At Chowari Tehsil Bhattiyat Distt . Chamba H . P ., Banikhet-Himachal Pradesh

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Name of work: - Construction of Type-III Quarter of Agriculture Staff at Chowari Tehsil Bhattiyat Distt Chamba (HP).
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1.01	Dismantling roofing including ridges, hips, valleys, gutters etc.stacking the serviceable materials and disposal of un –serviceable material within 20 metres lead G.I.Sheet roofing.	BI01010001010000000000000515BI0100001113	33.8	Sqm
2	2.01	Dismantling wood work .wrought framed and fixing in frames other frames and trusses of span upto 10 metres and height between ridge and floor level stacking the serviceable materials and disposal of un- serviceable materials with in 20 metres lead sectional area under 40sq.cm	BI01010001010000000000000515BI0100001114	71.25	Meter
3	3.01	Dismantling doors.window and clerestory window,ventilators etc. (wood or steel) shutters including chokhats,architraves,hold fasts and other attachments etc.complete and stacking them within 20 metres lead not exceeding 3 sqm in area.	BI01010001010000000000000515BI0100001115	22	Each
4	4.01	Demolition of stone masonry above G.L upto floor two level including stacking of serviceable materials and disposal of un- serviceable materials within 20 metres lead.Dressed stone in cement morter	BI01010001010000000000000515BI0100001116	35.68	Cum
5	5.01	Excavation in foundations, trenches in earth work in all heights and depths in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and with all kinds of labour ,machineries, tools equipment's and safety measures and incidentals necessary to complete the work by mechanical means and labour if required ) including returning the excavated soil in plinths , sides of foundations, consolidating each deposited layer by ramming and watering. All useful material such as stones shingles aggregates and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes o transportation and used / removed per the direction of engineer in charge. Any loss to the public and private property during the course of excavation and disposal od serviceable and unserviceable material shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.	BI01010001010000000000000515BI0100001117	147.77	Cum
6	6.01	Filling in plinth with sand under floors i/c watering , ramming, consolidating and dressing complete.	BI01010001010000000000000515BI0100001118	6.52	Cum
7	7.01	Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering. Shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling in all heights and removal of the same for insitu-reinforced concrete & plain concrete work with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-	BI01010001010000000000000515BI0100001119
8	7.02	a) Foundation, Footings bases of columns and like and mass concrete.	BI01010001010000000000000515BI0100001120	183.77	Sqm.
9	7.03	b) Flat surfaces such as soffits of suspended floors, roofs, landings and the like.: Floors etc. upto 200 mm in thickness.	BI01010001010000000000000515BI0100001121	80.92	Sqm.
10	7.04	c)Columns, pillars, posts and struts square, rectangular or polygonal in plan.	BI01010001010000000000000515BI0100001122	111	Sqm.
11	7.05	d)Beams, cantilever, girders and lintels: Sides and soffits of beams, beam haunchings, cantilievers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.		89.2	Sqm
12	7.06	d) Edges of slabs and breaks in floors and walls: Under 20 cm. wide.		58.61	Rmt.
13	8.01	Providing and laying mechanically mixed cement concrete 1:5:10 (1cement :5 sand : 10 graded stone aggregate forty mm nominal size broken / crushed) and curing complete excluding cost of form work in: Foundation and plinth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		16.33	Cum
14	9.01	Providing and laying mechanically mixed cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate forty mm nominal size broken / crushed) and curing complete excluding cost of form work in: Foundation and plinth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		13.75	Cum
15	10.01	Providing and laying mechanically mixed and vibrated cement concrete work 1:2:4 (one Cement :two Sand :four graded stone aggregate twenty mm nominal size crushed ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-
16	10.02	a) Foundation, Footings bases of columns and like and mass concrete.		39.63	Cum
17	10.03	b) Suspended floor, roofs, landings & shelves, and their supports balconies, beams, girders, bressumers and cantilever upto all floor level .		23.8	Cum
18	10.04	c) Columns, pillars, posts and struts upto all floor level.		5.27	cum
19	10.05	d) Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing upto all floor level.		1.22	cum
20	11.01	Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		6700	Kg
21	12.01	Brick work using common burnt clay building bricks second class in foundation & plinth and Super-structure above plinth level upto & above floor all levels in Cement mortar 1:6 (1 Cement: 6 Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		26.4	cum
22	13.01	Half brick work using common burnt clay building bricks second class in extra for half brick masonry in Super-structure above plinth level upto & above floor all levels in Cement mortar 1:4 (one Cement:four Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		69.03	sqm
23	14.01	Square rubble masonry coursed with hard stone of approved quality in foundation and plinth level in: cement mortar 1:6 (1Cement: 6 sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		19.47	cum
24	15.01	Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately) including all leads and lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		19.47	cum
25	16.01	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position : 2nd class Deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		1.19	cum
26	17.01	Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws: 40 mm thick 2nd class Deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		36.1	Sqm
27	18.01	Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws:40 mm thick 2nd class deodar wood with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		23.5	Sqm
28	19.01	Providing 40X3 mm flat iron hold fast 40 cm Long including fixing to frame with 10 mm diameter bolts & nuts and wooden plugs and embedding in cement concrete block 30 X 10 X 15cm. 1:3:6 ( one cement : three sand: six graded stone aggregate twenty mm nominal size crushed) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		86	Each
29	20.01	P/F 25 mm thick water proof commercial board in shelves/box for cup board with butt joints & fixing with nails & screws etc.complete.		8.58	sqm
30	21.01	P/F 12 mm thick and 100 mm wide pelmet with 25 mm dia. wooden curtain rod and brackets i/c fixing with 25*3mm M.S. flat 10cm long and plugs etc. complete. Ist class D/Wood		17.93	rmt
31	22.01	Providing and fixing 75mm X 60mm rounded hand rails in straight length fixed in position: 2nd class Deodar wood with in all leads& lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		5.1	Rmt
32	23.01	Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws.: Plain grill with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		288.5	Kg.
33	24.01	Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
34	24.02	a) 250 x16 mm		9	Each
35	25.01	Providing and fixing aluminum tower bolt (barrel type) anodized transparent or died to required shade and color with screws etc. complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge:
36	25.02	a) 200x10mm		18	Each
37	25.03	b) 150x10mm		140	Each
38	26.01	Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.
39	26.02	a)125 mm		18	Each
40	26.03	b) 100mm		72	Each
41	27.01	P/F M.S sefety hasps and stapples with necessary screws etc.complete.150 mm		4	Each
42	28.01	P/F M.S hooks and eyes. 150mm		40	Each
43	29.01	White glazed tiles 6mm thick in skirting, risers of steps and dado laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand)and jointed with cement slurry.		16.27	Sqm.
44	30.01	P/L granite stone in flooring 20 mm (average) thickness base of cement morter 1:3 (1 cement :3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete.20 mm thick.		2.83	sqm
45	31.01	P/L Dura stone vitrified tiles (30030010mm) grey/coloured of approved shade in flooring, treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.		71.7	Sqm.
46	32.01	P/L Dura stone vitrified tiles (30030010mm) grey/coloured of approved shade in skirting risers of steps and dados on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.		10.2	Sqm.
47	33.01	P/F on wall face C.I. rain water pipes i/c filling the joints with spun yarn and cement mortar 1:2 (1 cement : 2 sand). 100 dia. pipe.		14.4	Rmt.
48	34.01	P/F on wall face C.I. accessories for rain water pipes i/c filling the joints with yarn soaked in cement slurry and cement mortar 1:2 (1 cement : 2 sand).
49	34.02	i) C.I. bend 100mm dia.		8	each
50	34.03	ii) C.I. Plain shoes 100mm dia.		8	each
51	35.01	P/F M.S. holder bat clamps of approved design ti C.I. or S.C.I. pipes embedded in and i/c cement concrete blocks 101010 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the wall etc.		8	each
52	36.01	P/F M.S. fan clamp type-I of 16mm dia. M.S. bar bent to shape with hooked ends in R.C.C. slab during laying i/c painting the exposed portion of loop all as per standard design complete.		4	each
53	37.01	P/F angle iron cupboard frames manufactured from M.S. Angle iron section 25255mm thickness i/c hinges ,jamb, lock,jamb beed and if required angle thrashold of mild steel angle 25*25mm welded or rigidly fixid by mechanical means,lugs with split end tails to each jamb i/c steel butt hinges 2.5mm thick with provision for locking arrangements and shock obsorber as specified and applying steel primer after pretreatment of the surface as directed by Engineer-in-charge.		31.04	rmt
54	38.01	Applying priming coat over new steel and other metal surface after and including preparing the surface by thoroughly cleaning oil, greace, dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead,red-oxide/zinc oxide chrome within all leads and lifts and as per the directions of Engineer-in-Charge.		27.48	Sqm
55	39.01	Painting two coats (excluding priming coat) on new steel and other metal surfaces, with enamel paint, brushing to give an even shade including cleaning of all dirt, dust and other foreign matter enamel paint other than white with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		27.48	Sqm
56	40.01	Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter) sand papering and knotting: Ready mixed paint brushing wood primer pink with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		136.36	Sqm
57	41.01	Painting two coats (excluding priming coat) on new wood and wood based surfaces, with enamel paint, brushing to give an even shade including cleaning of all dirt, dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		136.36	Sqm
58	42.01	6mm (six millimeter) cement plaster to ceiling including carriage of material with in all leads and lifts in: Cement Mortar 1:3 (1 cement: 3 sand)		109.36	Sqm.
59	43.01	15mm cement plaster in two coats backing coat 10mm and finishing coat 5mm thick on fair side of brick masonry/stone masonry/concrete walls for interior plastering up to floor two level i/c arises, internal angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement mortar 1:5 (1 cement : 5 sand).		464.41	Sqm.
60	44.01	Pointing on square rubble ,coursed or uncoursed stone masonry with cement mortar 1:3 (1 cement :3 sand) .Ruled pointing.		17.31	sqm
61	45.01	Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete within all leads and lifts and as per the directions of Engineer-in-Charge.		573.77	Sqm
62	46.01	Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete within all leads and lifts and as per the direction of Engineer-in-Charge.		132.79	Sqm
63	47.01	Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.		440.98	Sqm
64	48.01	Providing under layer to plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm normal size with ramming and consolidated and grouted with fine sand including preparation of ground within all leads and lifts and other incidentals as per approved design, drawing, specification etc.and as directed by the Engineer-in-charge.		18.12	Sqm
65	49.01	Providing plinth protection 50mm thick in mechanically mixed cement concrete 1:3:6 (one cement: three sand: six graded stone aggregated twenty mm nominal size broken/crushed) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		18.12	Sqm
66	50.01	Constructing course rubble hammer dressed ‘U’ shape open surface drain with side wall 15×22 cm in cement mortar 1:6 (1 cement:6 sand) and inside plastering with cement plaster 1:3 (1 cement:3 sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 cement:5 sand:10 graded stone aggregate of 40 mm nominal size broken/crushed) and 7.50 cm cement concrete 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20mm nominal size crushed ) and finished with a floating coat of neat cement complete as per standard design within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.		42.06	Rmt.

Construction Of Type-Iii Quarter For Agriculture Staff At Chowari Tehsil Bhattiyat Distt . Chamba H . P ., Banikhet-Himachal Pradesh

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