Environment and Forests Government Departments Closing in 0 days TDR #30607802

Construction Of Block Officer Quarter At Sidh Chalehar Beat At Lohara Block, Bharwain Range, Una Forest Division

Issued by Government Departments · lohara, Himachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Jan 2022
0 days left
EMD
26600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
lohara → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Block Officer Quarter At Sidh Chalehar Beat At Lohara Block, Bharwain Range, Una Forest Division

BOQ

Name of Work: Construction of Block officer Quarter at Sidh Chalehar Beat, Lohara Block, Bharwain Range, Una Forest Division.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level, 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size)
3Centering and shuttering including strutting, propping etc. and removal of form for :
4i) Foundations, footings, bases of columns, etc. for mass concrete
5ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6iii) Suspended floors, roofs, landings, balconies and access platform
7iv) Shelves (Cast in situ)
8v) Lintels, beams, plinth beams, girders, bressumers and cantilevers
9vi)Columns, Pillars, Piers, Abutments, Posts and Struts
10vii) Weather shade, Chajjas, corbels etc., including edges.
11Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plum shall usually be 150mm. to 300mm.as per H.P.P.W.D.Specification.
12Excavated earth and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
13Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
14Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
15Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
16i) 1:2:4 (1 cement : 2 coarse sand) : 4 gradedstone aggregate 20 mm nominal size)
17Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
18i) 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
19Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
20Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
21i) Mild steel and Medium Tensile steel bars
22Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
23i) Sal wood/Shisham
24Providing 40x5 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 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
25Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
26i) Kiln seasoned and chemically treatedhollock wood.
27(ii) Pre peminated board
28iii) 5.0 mm thick glass panes (weight not less than 12.5 kg per sqm)
29Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws for 35 mm shutters with ISI marked stainless steel butt hinges of required size
30i) Kiln seasoned selected class of sheesham wood
31Providing and fixing 25 mm thick shutters for cup board etc. :
32i) Panelled or panelled & glazed shutters of Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws
33Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
34300x16 mm
35250x16 mm
36Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
37250x10mm
38150x10mm
39Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
40125mm
41100mm
42Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete with 40 mm thick with 20 mm nominal size stone aggregate.
43Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by themanufacturer) 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), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
44Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) 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.
4515 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). Internal Plaster
4615 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand). External Plaster
476mm (six millimeter) cement plaster to ceiling /slopping surface incement mortar 1:3 (one cement : three sand) in all floors level curing complete
48Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
49i) Fixed to openings /wooden frames with rawl plugs screws etc.
50Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
51Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
52i) New work (two or more coats) over and including water thinnable priming coat with cement primer
53Finishing walls with water proofing cement paint of required shade :
54New work (Two or more coats applied @ 3.84 kg/10 sqm)
55Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
5615mm (15 millimeter nominal size) bore
5720mm (20 millimeter nominal size) bore
58Providing and fixing viterious china wash down water closet(European type W.C. pan) with integral \"P\" or \"S\" trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (seat and cover to be measured and paid for seprately) including carriage of materials within all leads and lifts and other incidentials.
59W.C. pan with ISI marked white solid plasticseat and lid
60Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste ofstandard pattern, including painting of fittings andbrackets, cutting and making good the walls whereverrequire: White Vitreous China Wash basin size630x450 mm with a single 15 mm C.P.
61Providing and fixing PTMT grating of approved qualityand colour.
62100 mm nominal dia(One Hundred millimeter dia)
63Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
64Prpviding and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
65Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
66Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugsetc., complete.
67Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
68Providing and fixing C.P. brass bib cock of approvedquality conforming to IS:8931 : 15 mm nominal bore
69Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
70Providing and fixing uplasticised PVC connection pipewith brass unions : 45 cm length,15 mm nominal bore
71Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
7215mm (Fifteen millimeter ) dia
7320mm (Twenty millimeter ) dia
74Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
75Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
76110 mm(One Hundred ten millimeter)dia
7775 mm(Seventy Five millimeter)dia
78Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :382, leaving 10 mm gap for thermal expansion. coupler
79110 mm(One Hundred ten millimeter)dia
8075 mm(Seventy Five millimeter)dia
81Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :382, leaving 10 mm gap for thermal expansion. bend
82i) 110 mm(One Hundred ten millimeter)dia
83ii) 75 mm(Seventy Five millimeter)dia
84Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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.
85i) 110 mm(One Hundred ten millimeter)dia
86Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarseand (zone- III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with floating coatof neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 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 common burnt clay.P.S. (non modular) bricks of class designation 7.5
87Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets, cutting and making good the walls wherever required : 610x460 mm bowl depth 200 mm
88Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
89Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level, 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size)
90Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
91Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
92Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
93Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
94Centering and shuttering including strutting, propping etc. and removal of form for :
95i) Suspended floors, roofs, landings, balconies and access platform
9615 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). Internal Plaster
97Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stoneaggregate
98Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

AI Tender Summary

OUR REF NO 30607802
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 12-01-2022
Authority
Authority Name Forest Department
Work Description Construction Of Block Officer Quarter At Sidh Chalehar Beat At Lohara Block, Bharwain Range, Una Forest Division
Basic Detail
Tender No 2
Bidding Type Tender
Location
City lohara
State Himachal Pradesh
Key Dates
Publish Date 06 Jan 2022
Submission Date 12 Jan 2022
Open Date 13 Jan 2022
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 26600
Exemption Not Available
Document List
05a4a759-b504-42e9-ac8c-7da5d516c109.html
BOQ_83159.xls
Tendernotice_1.pdf
Tender_Document_SidhChale.pdf

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Tender Timeline

Jan 06, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 12, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 13, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

05a4a759-b504-42e9-ac8c-7da5d516c109.html

xls

BOQ_83159.xls

pdf

Tendernotice_1.pdf

pdf

Tender_Document_SidhChale.pdf

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