Construction Of Narasan Block Office Building Distt . Hardwar . , Narsan-Uttarakhand

TDR : 22531862

Tender Notice
BOQ

Expired

Narsan , Uttarakhand

Tender Brief : Construction Of Narasan Block Office Building Distt . Hardwar .

Document Fees
₹ 4720 /-

EMD
₹ 159000.0 /-

Tender Value
₹ 79.24 Lakhs /-

Submission Date
15-12-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work:- Construction of Narasan Block office building Distt.Hardwar.
1	1	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual mea in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including gettin out the excavated soil and disposal of surplus excavated soil as directed, within a lea of 50 m (a) All kinds of soil 2.8.1	BI01010001010000000000000515BI0100001113	325.02	Cum
2	2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 2.25	BI01010001010000000000000515BI0100001114	373.28	Cum
3	3	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor 2.35.3.1	BI01010001010000000000000515BI0100001115	283.28	sq.m
4	4	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001116	3.74	Cum
5	5	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 4.1.31:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)	BI01010001010000000000000515BI0100001117	71.87	Cum
6	6	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 4.17	BI01010001010000000000000515BI0100001118	43.94	Sqm
7	7	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.22.6	BI01010001010000000000000515BI0100001119	48.43	Cum
8	8	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.2.2	BI01010001010000000000000515BI0100001120	170.79	Cum
9	9	Centring and shuttering including strutting,ropping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete .5.9.1	BI01010001010000000000000515BI0100001121	135.1	Sqm
10	10	Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform. 5.9.3	BI01010001010000000000000515BI0100001122	902.6	Sqm
11	11	Lintels, beams, plinth beams, girders, bressumers and cantilevers.5.9.5	BI01010001010000000000000515BI0100001123	495.35	Sqm
12	12	Columns, Pillars, Piers, Abutments, Posts and Struts .5.9.6	BI01010001010000000000000515BI0100001124	230.54	Sqm
13	13	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (a) Reinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric 5.22.6	BI01010001010000000000000515BI0100001125	26454	Kg
14	14	Add or deduct for plaster drip course/ groove in plastered surface or moulding to R.C.C. Projections .5.30.	BI01010001010000000000000515BI0100001126	1184.66	Rm
15	15	Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2	BI01010001010000000000000515BI0100001127	23.42	Cum
16	16	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)6.4.2	BI01010001010000000000000515BI0100001128	116.1	Cum
17	17	Half brick masonry with F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) 6.13.2	BI01010001010000000000000515BI0100001129	207.95	Sqm
18	18	Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).6.23.	BI01010001010000000000000515BI0100001130	14.13	Sqm
19	19	Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) 6.44	BI01010001010000000000000515BI0100001131	73.23	Rm
20	20	Providing and fixing 32 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.9.21.2	BI01010001010000000000000515BI0100001132	46.33	Sqm
21	21	Providing and fixing M.S. grills of required pattern in frames (a) MS grills fixed to steel windows by welding.9.48.1	BI01010001010000000000000515BI0100001133	1027	Kg
22	22	Providing and fixing fly proof galvanised M.S. wire gauge to windows and clerestory (a) With 12 mm mild steel U beading.9.51.2	BI01010001010000000000000515BI0100001134	96.37	Sqm
23	23	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic) 9.96.1 300x16 mm	BI01010001010000000000000515BI0100001135	19	Each
24	24	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic) 9.96.1 250x16 mm	BI01010001010000000000000515BI0100001136	12	Each
25	25	Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating) 9.97.4. 250x10 mm	BI01010001010000000000000515BI0100001137	43	Each
26	26	Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating) 9.97.4. 150x10 mm	BI01010001010000000000000515BI0100001138	13	Each
27	27	Providing and fixing aluminium handles ISI marked anodised (anodic coating not) (a) 125 mm 9.100.1	BI01010001010000000000000515BI0100001139	62	Each
28	28	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (a) Twin rubber stopper 9.101.2	BI01010001010000000000000515BI0100001140	30	Each
29	29	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 10.3.	BI01010001010000000000000515BI0100001141	10.08	Sqm.
30	30	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge (a) Profile C 10.14.1.1	BI01010001010000000000000515BI0100001142	522.7	Rm
31	31	Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers.10.15.1.	BI01010001010000000000000515BI0100001143	733.3	Kg
32	32	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. 10.18	BI01010001010000000000000515BI0100001144	25	Each
33	33	Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.(a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.10.25.2	BI01010001010000000000000515BI0100001145	713.25	Kg
34	34	Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete 11. 7	BI01010001010000000000000515BI0100001146	10	Cum
35	35	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 11.26	BI01010001010000000000000515BI0100001147	151.07	Sqm.
36	36	Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11. 26	BI01010001010000000000000515BI0100001148	35.54	Sqm.
37	37	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.36	BI01010001010000000000000515BI0100001149	96.99	Sqm
38	38	Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. 11.38	BI01010001010000000000000515BI0100001150	35.47	Sqm
39	39	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.(a) Size of Tile 60x60 cm 11.41.2	BI01010001010000000000000515BI0100001151	346.72	Sqm
40	40	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase 12. 21	BI01010001010000000000000515BI0100001152	84.73	Rm
41	41	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.	BI01010001010000000000000515BI0100001153	5	Each
42	42	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes75 mm dia 75 mm dia.	BI01010001010000000000000515BI0100001154	69.2	Rm
43	43	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes75 mm dia 110 mm dia.	BI01010001010000000000000515BI0100001155	72.1	Rm
44	44	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 12.42 1.2. Coupler -110 mm dia.	BI01010001010000000000000515BI0100001156	10	Each
45	45	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 12.42 1.2. Single tee with door - 110x110x110 mm	BI01010001010000000000000515BI0100001157	9	Each
46	46	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 12.42 1.2. Shoe (Plain) - 110 mm Shoe	BI01010001010000000000000515BI0100001158	5	Each
47	47	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (a) 110 mm 12.43.2	BI01010001010000000000000515BI0100001159	12	Each
48	48	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.12.44	BI01010001010000000000000515BI0100001160	5	Each
49	49	12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) 13.1.2	BI01010001010000000000000515BI0100001161	526.03	Sqm.
50	50	15 mm cement plaster on rough side of single or half brick wall of mix. 1:6 cement and fine sand mortar. 13.2.2	BI01010001010000000000000515BI0100001162	856.16	Sqm.
51	51	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (a) 20 mm cement plaster 13.9.1	BI01010001010000000000000515BI0100001163	69.69	Sqm.
52	52	6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) 13.16.1	BI01010001010000000000000515BI0100001164	533.26	Sqm.
53	53	White washing with lime to give an even shade: New work (three or more coats) 13.39.1	BI01010001010000000000000515BI0100001165	533.26	Sqm
54	54	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer 13.41.1	BI01010001010000000000000515BI0100001166	856.16	Sqm
55	55	Finishing walls with textured exterior paint of required shade (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. 13.45.1	BI01010001010000000000000515BI0100001167	773.8	Sqm
56	56	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 13.62.1	BI01010001010000000000000515BI0100001168	153.16	Sqm
57	57	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 13.62.2	BI01010001010000000000000515BI0100001169	316.2	Sqm
58	58	Renewing glass panes, with putty and nails wherever necessary (a) Float glass panes of thickness 5.5 mm14.5.2	BI01010001010000000000000515BI0100001170	44.9	Sqm
59	59	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests	BI01010001010000000000000515BI0100001171	5	Each
60	60	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.17.1.1	BI01010001010000000000000515BI0100001172	3	Each
61	61	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.17.4.2	BI01010001010000000000000515BI0100001173	4	Each
62	62	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good (a) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.17.7.4	BI01010001010000000000000515BI0100001174	8	Each
63	63	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall (a) 15 mm dia. nominal bore18.10.1	BI01010001010000000000000515BI0100001175	27.8	Rm.
64	64	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall (a) 20 mm dia. nominal bore18.10.2	BI01010001010000000000000515BI0100001176	109	Rm.
65	65	Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall (a) 15 mm dia nominal bore18.11.1	BI01010001010000000000000515BI0100001177	39	Rm.
66	66	Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 15 mm nominal bore 18.18.1	BI01010001010000000000000515BI0100001178	3	Each
67	67	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank18.48	BI01010001010000000000000515BI0100001179	1500	Ltr.
68	68	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore18.49.1	BI01010001010000000000000515BI0100001180	8	Each
69	69	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (a) 15mm nominal bore. 18.52.1	BI01010001010000000000000515BI0100001181	16	Each
70	70	Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. 100x100 mm size P type With F.P.S. Bricks class designation 75 19.4.1.1	BI01010001010000000000000515BI0100001182	4	Each
71	71	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse) Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): With F.P.S. bricks with class designation 75 19.7.1.1	BI01010001010000000000000515BI0100001183	5	Each
72	72	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.22.5	BI01010001010000000000000515BI0100001184	29.52	Sqm
73	73	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm 22.7.1	BI01010001010000000000000515BI0100001185	251.27	Sqm

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Construction Of Narasan Block Office Building Distt . Hardwar . , Narsan-Uttarakhand

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