Tender For Boq For The New Construction Of Toilet, Septic Tank And Sanitary Work In Pakur At Different Schools Dist.- Pakur, Under D.W.& S. Division, Pakur For The Year 2026-27, Pakur-Jharkhand

TDR : 55065909

Tender Notice
BOQ

3 Days Left

Pakur , Jharkhand

Tender Brief : Tender For Boq For The New Construction Of Toilet, Septic Tank And Sanitary Work In Pakur At Different Schools Dist.- Pakur, Under D.W.& S. Division, Pakur For The Year 2026-27

Document Fees
₹ 5000 /-

EMD
₹ 82000.0 /-

Tender Value
₹ 40.98 Lakhs /-

Submission Date
17-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	NEW CONSTRUCTION OF TOILET
2	Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
3	Extra for earthwork in hard soil as per specification and direction of E/I. (vide classification of soil item B)
4	Filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from exacavation of foundation trenches with in a lead of 50 M and lift of 1.5 M all complete as per building specifications and direction of E/I. (Mode of measurment-compacted volume).
5	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
6	Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
7	Providing PCC M 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50mm to 25mm), size clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking curing, taxes and royalty all complete as per building specification and direction of E/I.
8	Providing R.C.C.M 200 (1:1.5:3) in columns Foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
9	Providing R.C.C.M 200 (1: 1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
10	Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
11	Providing 25mm thick damp proof coarse with cement concrete M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, striking, curing, taxes and royalty all complete asa per building specification and direction of E/I
12	Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
13	Providing 125 mm thick reinforced designation 75 A Brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all compelete as per building specification and direction of E/I.
14	Providing R.C.C.M 200 (1: 1.5: 3) in lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
15	Providing av. 63 mm thick R.C.C.M- 200 (1:1.5:3) chajjah with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including making drip coarse in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in posotion, vibrating, striking, 6mm cement plaster (1:4) in celing and sides of chajja with sand of F.M. 1.5 curing (but excluding the cost of reinforcement ) taxes and royalty all complete, as per building speciifiication and direction of E/I.
16	Providing R.C.C.M 200 (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
17	Providing R.C.C.M 200 (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
18	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
19	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
20	Centering and shuttering including strutting, propping etc. and removal of form for roof and Practical Slabs
21	Centering and shuttering including strutting, propping etc. and removal of form for beams, and plinth beams
22	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
23	Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
24	Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I.
25	(i)8mm. Dia.
26	(i)10mm. Dia.
27	(i)12mm. & 16mm. Dia.
28	Providing and laying Double Charge vitrified floor tiles in different Sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS: 15622/ISO 13006 of approoved make, in all colours and Shades,laid on 20 mm thick cement morter 1:4 (1 cement : 4 course Sand), jointing with grey cement Slury @3.3 kg/Sqm including grouting the joints with white cement and maching pigments etc. complete. 600 x 600 mm
29	Providing and laying 6 mm precast white glazed tiles in walls over 12 mm cement mortar(1:3) and jointed with gray cement slurry,flush pointed with white cement including rubbing,polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I.
30	Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
31	Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I.
32	Providing and fixing 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm x 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm x 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places as per specification and direction of E/I.
33	Supplying, fitting and fixing 20 gauge G.C.I. sheet gate fitted on M.S. Angle frame of size 60 x 60 x 6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
34	Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.(Interior & Exterior of White Colour and Exterior Border of Green Colour)
35	Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.)
36	Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Green Colour)
37	Supplying, fitting & fixing C.A.R.W.D. pipe with necessary strips, spikes, bends, shoes etc. including cost of carriage all complete as per building specification and direction of E/I.
38	Making plinth protection 50mm thick of cement concrete (1:3:6) over 75 mm thick bed of dry brick ballast 40 mm nominal size of well rammed and consolidated and grouted with fine sand including finishing the top smooth.
39	Providing 250mm. wide brick drain in cement mortar (1:6) with av. 250mm. clear depth and 250mm. apron including cost of earthwork involved with 75 mm. cement concrete (1:4:8) over one brick designation 75A flat soling in proper grade and slope at the base, the drain duly plastered in C.M.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l.
40	Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
41	(a) Bricks(Avg. Lead - 8 km )
42	(b) Cement(Avg. Lead - 10 km )
43	(c) Sand(Avg. Lead - 20 km )
44	(d) Stone Chips(Avg. Lead - 30 km )
45	NEW CONSTRUCTION OF SEPTIC TANK
46	Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
47	Extra for earthwork in hard soil as per specification and direction of E/I.
48	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
49	Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
50	Providing PCC M 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50mm to 25mm), size clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking curing, taxes and royalty all complete as per building specification and direction of E/I.
51	Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
52	Providing R.C.C.M 200 (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
53	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
54	Centering and shuttering including strutting, propping etc. and removal of form for roof and Practical Slabs
55	Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I.
56	(i) 8mm. Dia.
57	(ii) 10mm. Dia.
58	Providing 12mm thick cement plaster (1:3) with neat Punning Cement clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
59	Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
60	(a) Bricks(Avg. Lead - 8 km )
61	(b) Cement(Avg. Lead - 10 km )
62	(c) Sand(Avg. Lead - 20 km )
63	(d) Stone Chips(Avg. Lead - 30 km )
64	SANITARY WORK
65	Supplying fitting and fixing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable lock-ing arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
66	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
67	Earth work in excavation (As per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excava-ted earth within initial lead and lift as per specification and direction of Engineer-in-Charge. (a) For classification of Soil item - A
68	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item - A & B)
69	Providing and fixing male ended 15mm dia brass bib cock of approved quality (Wt. not less than 350gms.) with extra socket all complete as per specification and direction of E/I.
70	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
71	(i) ELBOWS
72	25mm.Dia.
73	40mm.Dia.
74	(ii)TEE PLAIN
75	25mm.Dia.
76	40mm.Dia.
77	(iii) REDUCING SOCKET
78	25mm.Dia.
79	40mm.Dia.
80	(iv) NIPPLE
81	25mm.Dia.
82	40mm.Dia.
83	(v) PLUGS
84	25mm.Dia.
85	40mm.Dia.
86	(vi) REDUCING SOCKET
87	25mm.Dia.
88	40mm.Dia.
89	(vii) UNION SOCKET
90	25mm.Dia.
91	40mm.Dia.
92	(viii) SOCKET PLAN
93	25mm.Dia.
94	40mm.Dia.
95	(ix) JAMM NUT
96	25mm.Dia.
97	40mm.Dia.
98	Cutting chajja or cornice for laying G.I. pipe and restoring the same with R.C.C.(1:2:4) brick work in cement mortar (1:4) and cement plaster(1:4) as per specification and direction of Engineer-in-Charge.
99	Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/I.
100	250mm thick wall
101	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I.
102	CP brass dish container medium quaility with screw
103	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S.approved make with 100 mm H.C.I. ‘p’ trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S.equivalent make, complete with all fittings,C.I. or C. C.brackets 32 mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15 mm C.I. body brass spindle stope cock of weight not less than 50 grms, 15 mm P.V.C. connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
104	450 mm long I.W.C. With 12.5 lit. low level C.I. Cistem
105	Supplying, fitting and fixing flat back or angular, lipped front vitreous white glazed earthen ware urinal of ‘Hindustan \\"Parry\\" or any other approved I.S.S make with 5 liters capacity C.I. automatic flushing cistern of reliance for any other I.S.S. approved make with all fittings with C.I. or R.S. brackets, standard size G.I. flush pipe with fitting clamps,15 mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grams, 15 mm P.V.C. /Alkthene pipe 450 mm long with brass coupling at both ends and doing plumber joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same etc. all complete as per specification and direction of E/I.
106	450 mm long I.W.C. With 12.5 lit. low level C.I. Cistem
107	Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. approved make supported on painted C.I. or R.S. brackets 32 mm C.I. brass waste, 15 mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350 grams, 32 mm P.V.C. waste pipe 750 mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I.
108	Add 18 % GST
109	Add 1% Labour Cess Please Enable Macros to View BoQ information

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Tender For Boq For The New Construction Of Toilet, Septic Tank And Sanitary Work In Pakur At Different Schools Dist.- Pakur, Under D.W.& S. Division, Pakur For The Year 2026-27, Pakur-Jharkhand

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Sl. No.	Item Description
1	NEW CONSTRUCTION OF TOILET
2	Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
3	Extra for earthwork in hard soil as per specification and direction of E/I. (vide classification of soil item B)
4	Filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from exacavation of foundation trenches with in a lead of 50 M and lift of 1.5 M all complete as per building specifications and direction of E/I. (Mode of measurment-compacted volume).
5	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
6	Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
7	Providing PCC M 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50mm to 25mm), size clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking curing, taxes and royalty all complete as per building specification and direction of E/I.
8	Providing R.C.C.M 200 (1:1.5:3) in columns Foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
9	Providing R.C.C.M 200 (1: 1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
10	Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
11	Providing 25mm thick damp proof coarse with cement concrete M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, striking, curing, taxes and royalty all complete asa per building specification and direction of E/I
12	Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
13	Providing 125 mm thick reinforced designation 75 A Brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all compelete as per building specification and direction of E/I.
14	Providing R.C.C.M 200 (1: 1.5: 3) in lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
15	Providing av. 63 mm thick R.C.C.M- 200 (1:1.5:3) chajjah with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including making drip coarse in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in posotion, vibrating, striking, 6mm cement plaster (1:4) in celing and sides of chajja with sand of F.M. 1.5 curing (but excluding the cost of reinforcement ) taxes and royalty all complete, as per building speciifiication and direction of E/I.
16	Providing R.C.C.M 200 (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
17	Providing R.C.C.M 200 (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
18	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
19	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
20	Centering and shuttering including strutting, propping etc. and removal of form for roof and Practical Slabs
21	Centering and shuttering including strutting, propping etc. and removal of form for beams, and plinth beams
22	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
23	Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
24	Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I.
25	(i)8mm. Dia.
26	(i)10mm. Dia.
27	(i)12mm. & 16mm. Dia.
28	Providing and laying Double Charge vitrified floor tiles in different Sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS: 15622/ISO 13006 of approoved make, in all colours and Shades,laid on 20 mm thick cement morter 1:4 (1 cement : 4 course Sand), jointing with grey cement Slury @3.3 kg/Sqm including grouting the joints with white cement and maching pigments etc. complete. 600 x 600 mm
29	Providing and laying 6 mm precast white glazed tiles in walls over 12 mm cement mortar(1:3) and jointed with gray cement slurry,flush pointed with white cement including rubbing,polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I.
30	Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
31	Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I.
32	Providing and fixing 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm x 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm x 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places as per specification and direction of E/I.
33	Supplying, fitting and fixing 20 gauge G.C.I. sheet gate fitted on M.S. Angle frame of size 60 x 60 x 6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
34	Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.(Interior & Exterior of White Colour and Exterior Border of Green Colour)
35	Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.)
36	Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.(Green Colour)
37	Supplying, fitting & fixing C.A.R.W.D. pipe with necessary strips, spikes, bends, shoes etc. including cost of carriage all complete as per building specification and direction of E/I.
38	Making plinth protection 50mm thick of cement concrete (1:3:6) over 75 mm thick bed of dry brick ballast 40 mm nominal size of well rammed and consolidated and grouted with fine sand including finishing the top smooth.
39	Providing 250mm. wide brick drain in cement mortar (1:6) with av. 250mm. clear depth and 250mm. apron including cost of earthwork involved with 75 mm. cement concrete (1:4:8) over one brick designation 75A flat soling in proper grade and slope at the base, the drain duly plastered in C.M.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l.
40	Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
41	(a) Bricks(Avg. Lead - 8 km )
42	(b) Cement(Avg. Lead - 10 km )
43	(c) Sand(Avg. Lead - 20 km )
44	(d) Stone Chips(Avg. Lead - 30 km )
45	NEW CONSTRUCTION OF SEPTIC TANK
46	Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
47	Extra for earthwork in hard soil as per specification and direction of E/I.
48	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
49	Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
50	Providing PCC M 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50mm to 25mm), size clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, striking curing, taxes and royalty all complete as per building specification and direction of E/I.
51	Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
52	Providing R.C.C.M 200 (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
53	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
54	Centering and shuttering including strutting, propping etc. and removal of form for roof and Practical Slabs
55	Providing Tor steel reinforcement as per approved design and drawing including carriage of Rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position complete as per building specification and direction of E/I.
56	(i) 8mm. Dia.
57	(ii) 10mm. Dia.
58	Providing 12mm thick cement plaster (1:3) with neat Punning Cement clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
59	Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
60	(a) Bricks(Avg. Lead - 8 km )
61	(b) Cement(Avg. Lead - 10 km )
62	(c) Sand(Avg. Lead - 20 km )
63	(d) Stone Chips(Avg. Lead - 30 km )
64	SANITARY WORK
65	Supplying fitting and fixing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable lock-ing arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
66	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
67	Earth work in excavation (As per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excava-ted earth within initial lead and lift as per specification and direction of Engineer-in-Charge. (a) For classification of Soil item - A
68	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item - A & B)
69	Providing and fixing male ended 15mm dia brass bib cock of approved quality (Wt. not less than 350gms.) with extra socket all complete as per specification and direction of E/I.
70	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
71	(i) ELBOWS
72	25mm.Dia.
73	40mm.Dia.
74	(ii)TEE PLAIN
75	25mm.Dia.
76	40mm.Dia.
77	(iii) REDUCING SOCKET
78	25mm.Dia.
79	40mm.Dia.
80	(iv) NIPPLE
81	25mm.Dia.
82	40mm.Dia.
83	(v) PLUGS
84	25mm.Dia.
85	40mm.Dia.
86	(vi) REDUCING SOCKET
87	25mm.Dia.
88	40mm.Dia.
89	(vii) UNION SOCKET
90	25mm.Dia.
91	40mm.Dia.
92	(viii) SOCKET PLAN
93	25mm.Dia.
94	40mm.Dia.
95	(ix) JAMM NUT
96	25mm.Dia.
97	40mm.Dia.
98	Cutting chajja or cornice for laying G.I. pipe and restoring the same with R.C.C.(1:2:4) brick work in cement mortar (1:4) and cement plaster(1:4) as per specification and direction of Engineer-in-Charge.
99	Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/I.
100	250mm thick wall
101	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I.
102	CP brass dish container medium quaility with screw
103	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S.approved make with 100 mm H.C.I. ‘p’ trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S.equivalent make, complete with all fittings,C.I. or C. C.brackets 32 mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15 mm C.I. body brass spindle stope cock of weight not less than 50 grms, 15 mm P.V.C. connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
104	450 mm long I.W.C. With 12.5 lit. low level C.I. Cistem
105	Supplying, fitting and fixing flat back or angular, lipped front vitreous white glazed earthen ware urinal of ‘Hindustan \\"Parry\\" or any other approved I.S.S make with 5 liters capacity C.I. automatic flushing cistern of reliance for any other I.S.S. approved make with all fittings with C.I. or R.S. brackets, standard size G.I. flush pipe with fitting clamps,15 mm C.I. body brass spindle stop cock of approved quality weight not less than 400 grams, 15 mm P.V.C. /Alkthene pipe 450 mm long with brass coupling at both ends and doing plumber joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same etc. all complete as per specification and direction of E/I.
106	450 mm long I.W.C. With 12.5 lit. low level C.I. Cistem
107	Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of parry or Hindustan or any other I.S.S. approved make supported on painted C.I. or R.S. brackets 32 mm C.I. brass waste, 15 mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350 grams, 32 mm P.V.C. waste pipe 750 mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I.
108	Add 18 % GST
109	Add 1% Labour Cess Please Enable Macros to View BoQ information

Tender For Boq For The New Construction Of Toilet, Septic Tank And Sanitary Work In Pakur At Different Schools Dist.- Pakur, Under D.W.& S. Division, Pakur For The Year 2026-27, Pakur-Jharkhand

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