Housing Urban and Rular Development Government Departments Closing in 0 days TDR #32148377

Construction Of 01 No. Art Room For Govt. Senior Secondary School, Oralkatcha, Baratang Under Samagra Shiksha Abhiyan - Re-Call

Issued by Government Departments · baratang, Andaman And Nicobar Islands
Tender Value
31.17 Lakhs
Estimated cost
Bid Submission
30 May 2022
0 days left
EMD
62341
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
baratang → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 01 No. Art Room For Govt. Senior Secondary School, Oralkatcha, Baratang Under Samagra Shiksha Abhiyan - Re-Call

BOQ

Name of Work: Construction of 01 No. Art Room for Govt. Senior Secondary School, Oralkatcha, Baratang under Samagra Shiksha Abhiyaan.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2All kinds of soil
3Earth 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.
4All kinds of soil.
5Filling 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.
6Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
7Supplying chemical emulsion in sealed containers including delivery as specified.
8Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
9Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
10Treatment 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:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
11Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
131:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
141:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
15Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources): 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
16Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification.
17Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
18Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20mmnominalsize derivedfromnatural sources) 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.
19Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
201:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
21Reinforced cement concrete work in walls (any thickness), including attachedpilasters,buttresses,plinthandstring 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
221:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
23Reinforcedcementconcreteworkinbeams,suspended floors,roofshaving slopeup 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 (1cement: 1.5coarsesand (zone-III)derivedfromnaturalsources: 3gradedstone aggregate 20mm nominalsize derivedfrom natural sources).
24Centering and shuttering including strutting, propping etc. and removal of form for
25Foundations, footings, bases of columns, etc. for mass concrete
26Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
27Suspended floors, roofs, landings, balconies and access platform
28Lintels, beams, plinth beams, girders, bressumers and cantilevers
29Columns, Pillars, Piers, Abutments, Posts and Struts
30Weather shade, Chajjas, corbels etc., including edges
31Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
32Thermo-Mechanically Treated bars of grade Fe-500D or more.
33Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
34Thermo-Mechanically Treated bars of grade Fe-500D or more.
35Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
36Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
378mm thickGranite of any colour and shade
38Providing 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.
39Fixed to steel windows by welding
40Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
41300x16 mm
42Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
43250x10 mm
44150x10 mm
45Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
46125 mm
47Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
48Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
49Twin rubber stopper
50Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms
51Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
52Using M.S. angels 40x40x6 mm for diagonal braces
53Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
54Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
55Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
56Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
57Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
58Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
59Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
604.0 mm thick glass panes
61Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption 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), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete.
62Size of Tile 600x600 mm
6312 mm cement plaster of mix :
641:4 (1 cement: 4 coarse sand)
6515 mm cement plaster on rough side of single or half brick wall of mix:
661:4 (1 cement: 4 coarse sand)
676 mm cement plaster of mix :
681:3 (1 cement : 3 fine sand)
69Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
70Water thinnable cement primer
71Finishing walls with Acrylic Smooth exterior paint of required shade :
72New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
73Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
74Two or more coats on new work
75Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
76Two or more coats on new work
77Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
78Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
79Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
80Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
81In cement mortar
82Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
83Of area 3 sq. metres and below
84Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
85Of sectional area 40 square centimetres and above
86Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
87Asbestos Cement sheet
88Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :
89Up to 10 mm thick
90Thickness above 10 mm up to 25 mm
91Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
92Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
93Engraving letters in hard stone
94Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
95Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
96Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.
97Grading roof for water proofing treatment with
98Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
99Providing cement concrete surface drainincluding earthexcavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neatcement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth.
10023 x 23 cm surface drain
101Providing and fixing 30mm wide reflecting PVC strips near staircase nosings including cutting to size and shape, pasting etc. all complete as per the direction of Engineer-in-charge.
102Providing and fixing signage and information boards with PVC sheets over backing of suitable PVC/Foam board including cutting of signages and information, pasting etc all complete as per the direction of Engineer-in-charge.
103Providing and fixing braille encrypted stainless steel sheets of required sizes, signages and informations in walls, rails or any location as directed by Engineer-in-charge.
104Schedule of creditNotes:1)All quantities shown are provisional.2) Tenderers are advised to inspect the old material/item at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items, whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government.3) The items as indicated in this schedule shall be the property of the contractor and shall not be used in new work. The total amount of credit shall be deducted from total of schedule to arrive at contract sum.4) Amount of credit shall be recovered from the contractors RARs and then only retrieved material under this schedule will be allowed to be removed from site/store by the contractor. Serviceable material/items other than shown here-in-below obtained from demolition/taking down if any, shall remain the property of the Government and the contractor shall deposit the same with the Engineer-in-charge as directed and debris/unserviceable material shall be disposed off the site as per his direction without any extra cost of the Government.5) The Accepting Officer shall reserve the right to retain any or the full quantity of demolished/dismantled materials which in his opinion is serviceable. However, the recovery shall be affected only for the quantities issued to the contractor under this schedule.6) The rate quoted is firm and the contractor shall have no claim whatsoever the case may be, if the actual value of dismantled materials turns out to be different.
105Disposal of dismantled materials doors, windows and clerestory windows (wood) shutter including chowkhats, architrave, holdfasts etc. complete from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)Of area 3 sq. metres and below
106Disposal of dismantled materials wood work in frames, trusses, purlins and rafters etc. complete from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)Of sectional area 40 square centimetres and above
107Disposal of dismantled materials roofing including ridges, hips, valleys and gutters etc., from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)Asbestos sheet
108Disposal of dismantled materials cement asbestos or other hard board ceiling or partition walls etc. from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)
109Disposal of dismantled materials wooden boardings in lining of walls and partitions, excluding supporting members etc. from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)Thickness above 10 mm up to 25 mm
110Disposal of dismantled materials wooden boardings in lining of walls and partitions, excluding supporting members etc. from work site suitably (contractor shall quote the rate that he will pay to Govt. on accounttaking over of materials by dismantling)Upto 10 mm thick

AI Tender Summary

OUR REF NO 32148377
AUTHORITY Government Departments
TENDER VALUE 31.17 Lakhs
LAST DATE 30-05-2022
Authority
Authority Name Public Works Department
Work Description Construction Of 01 No. Art Room For Govt. Senior Secondary School, Oralkatcha, Baratang Under Samagra Shiksha Abhiyan - Re-Call
Basic Detail
Tender No 30/DB/CD-I/RGT/2021-22
Bidding Type Tender
Location
City baratang
State Andaman And Nicobar Islands
Key Dates
Publish Date 09 May 2022
Submission Date 30 May 2022
Open Date 31 May 2022
Finance
Tender Value 31.17 Lakhs
Tender Fee Ref. Documents
EMD 62341
Exemption Not Available
Document List
Instructions-to-bidders.pdf
TenderDocumentSSA.pdf
Tendernotice_1.pdf
eaae6032-82a6-4801-85c5-a9bdcb341ab9.html
BOQ_6375.xls

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Tender Timeline

May 09, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
May 30, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 31, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Instructions-to-bidders.pdf

pdf

TenderDocumentSSA.pdf

pdf

Tendernotice_1.pdf

html

eaae6032-82a6-4801-85c5-a9bdcb341ab9.html

xls

BOQ_6375.xls

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