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Tender For Re-Construction Of Old Existing Gram Panchayat Office Barcem Quedem (Gplus1) In Survey No. 1/0 Of Padi/ Additional To Existing Panchayat Building In Survey No. 1/0 Of Padi Village At Barcem Quedem, barcem-Goa

Village Panchayat-VP has published Tender For Re-Construction Of Old Existing Gram Panchayat Office Barcem Quedem (Gplus1) In Survey No. 1/0 Of Padi/ Additional To Existing Panchayat Building In Survey No. 1/0 Of Padi Village At Barcem Quedem. Submission Date for this Tender is 08-03-2024. Survey Works Tenders in barcem Goa. Bidders can get complete Tender details and download the document.




Tender Notice

42373193
Corrigendum : Tender For Re-Construction Of Old Existing Gram Panchayat Office Barcem Quedem (Gplus1) In Survey No. 1/0 Of Padi/ Additional To Existing Panchayat Building In Survey No. 1/0 Of Padi Village At Barcem Quedem
Open Tender
Indian
Goa
barcem
08-03-2024

Tender Details

Re-Construction Of Old Existing Gram Panchayat Office Barcem Quedem (Gplus1) In Survey No. 1/0 Of Padi/ Additional To Existing Panchayat Building In Survey No. 1/0 Of Padi Village At Barcem Quedem

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Mar-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 08-03-2024

Key Value

Document Fees
INR 4000 /-
EMD
INR 79381.0 /-
Tender Value
INR 39.69 Lakhs /-

BOQ Items

Name of Work: Re-construction of old existing Gram Panchayat Office Barcem Quedem (G+1) in survey no. 1/0 of padi/ Additional to existing Panchayat building in survey no.1/0 of Padi Village at Barcem Quedem
Sl. No. Item Description
1Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area
2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, for all lift and leadsincluding getting out the excavated soil and disposal of surplus excavated soil as directed
3(N.B. : Utility service lines encountered during excavation shall be repaired if damaged at no extra cost and also it is to ensure that they are kept free of debris during execution.)
4Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, for all lift and leadsincluding getting out the excavated soil and disposal of surplus excavated soil as directed
5Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
6Filling in plinth under floors, trenches with available moorum including spreading the earth/hard soil in layers not exceeding 250 mm in depth breaking clods, watering rolling each layer with half ton roller or wooden or steel hammers and rolling every third and topmost layer with power toller of minimum 8 tonne and dressing up in embankment for roads, flood banks, marginal and guide banks and filling up of ground dressing etc. complete.
7Half brick masonry in cement mortar 1:4 (1 cement :4 coarse, sand)with bricks of class designation 40 kg/ sq. cm upto floor five level . (steel & concrete will be paid seperately for RCC band placed at equal intervals in masonry)Upto floor V level.
8Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
9Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement.
10Laterite masonry in neatlydressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement: 4 coarse sand inin all sizes in superstructure from floor I level upto floor V level.
11Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
12Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
13Centering & shuttering including Strutting, Propping & removal of forms for :
14Foundations, Footings, Bases for columns
15Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
16Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth
17Staircases (except spiral staircases) excluding landing
18Suspended floors, roofs landings, shelves & their supports
19Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986)for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
20Providing and laying in position machine batched concrete (BMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering , shuttering, finishing and reinforcement includingadmixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer-in-charge. M25 grade of reinforced cement conrete by using 410kg of cement per cu.m. of concrete. All works upto floor V level. (NOTE:RMC WILL NOT BE PAID EXTRA. deduction in the cost shall be made if cement used for concrete is less than 410kg per cum.)
21Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon.Second class Indian teak wood
22Providing & fixing 40 x 3 mm holdfast 25 cms long including fixing to frame with 10 mm dia bolts , nuts and wooden plugs andembedded in cement concrete blocks 15 x 10 x 15 cms in 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggreate 20 mmnominaal size )1 holdfast M.S flat 40 x 3 mm & 25cms long
23Providing and fixing bright finished C. P. Brass/brass door latch with necessary screws etc complete - 250 x 16 x 5 mm
24Providing& fixing chromium plated brass tower bolts (barrel type) with necessary screws complete.250 x 10 mm
25Providing and fixing chromium plated brass handle with necessary screws etc. complete.125 mm
26Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type (BWP), core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
2735 mm thick including ISI markedStainless Steel butt hinges with necessary screws
28Providing and fixing precast reinforced concrete door frames of ASTRA make or equivalent in M25 grade concrete and reinforced with minimum threebars of 6 mm dia and confirming to IS:6523.The frames shall be manufactured in approved factory with all the necessary arrangements for fixing hinges, tower bolts by way of inserted PVC blocks and holes for receiving sliding bolts as specified. Sectional size of frame with single rebate : 60X 100 mm - 2100 x 750mm
29Providing FRP door shutters 35mm thick with frame size in clear opening of 0.75x2.10m hinges and screws complete.,
30Single Colour Foam Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by usingtray system with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) . The core of shutter will be filled as specified (Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam). The shutter to be of single colour & water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory.
31Accessories:
32i) S. S. Hinges 4” - 3 Nos
33ii) S. S. Latch - 1 No
34iii) Tower Bolt 5” - 2 Nos
35iv) Handle 5”- 2 Nos
36Shutter Thickness: b) 35mm
37Proving and fixing anodised alluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Window with two or three sliding shutters using 18 mm series shutters section.Including forpowder coating with pure polyester powder of shade of required colour on the aluminium section... : Plain glass
38Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows.Including forpowder coating with pure polyester powder of shade of required colour on the aluminium section... :Figured glass
39Supplying andfixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mountedon specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pulloperation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring.
40Providing and fixing Ball bearings for rolling shutters
41Providing and fixing Kota stone tread tiles 35mm thick in single piece with rounded of nosing antiskid groove laid on and including 20mm (average ) thk bed of cement slurry including pointing with pigmented cement slurry to match the shade of the slab, cleaning etc. complete.
42Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )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 sq.m including pointing in white cement mixed with pigment of matching shade complete.... :Wall Ceramic Glazed Tiles : 300 x 600
43Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria(thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified 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.. : Dark Shades
44Providing and and laying vitrified floor tiles in different sizes of Johnson, Somany, Kajaria(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approvedmake in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigment etc., complete..600 x 600 mm -light Shades
45Providing and fixing Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps and dados, jointing with grey cement slurry @3.3 kg per sqm, including pointing/grouting in white cement mixed with pigment of matching shade complete. ..: 600 x 600 mm -Light Shades
4612mm cement plaster 1:4 (1 cement : 4 fine sand)
476mm cement plaster to ceiling 1: 4 (1 cement : 4 fine sand)
4818mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.Includingproviding and mixing water proofing material proportion recommended by the manufacturers.
4918mm thick plain cement mortar bands in cement mortar 1:4(1 cement : 4 fine sand) : 1 meter long, 1 cm wide
50Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
51Applying one coat of cement primer of approved brand and manufacture on wall surface.
52Applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete.
53Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade.
54Mekamine polishing on wood work (one or more coat) :Glossy
55Proving and fixing white vitreous china water closet squatting pan (Indian type w.c. pan) size 580 mm with 100 mmsand cast iron P. or S trap 10 litres high level P.V.C. flushing cister (of approved make) with fittings, rack bolts 32 mm diameter P.V.C telescopic flush pipe with fit tings and clamps 25mm P.V.C. over flow pipe withspecials & mosquito proof coupling of approved municipal design and nylon pull complete cutting and making good the walls and floors where required. :Orissa pattern W.C. pan
56Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required.
57Flat back wash basin size 630 x 450mm with a pair of 15 mm C.P. brass pillar taps.
58Providing & fixing (4’) 100 mm sand cast iron grating for gully floor or nahni trap.
59Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers.
60Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw
61Providing and fixing ballvalve(brass)ofapproved quality :High pressure with P.V.C. floats:
6215 mm nominal bore
63Providing and fixing non-return valve of approved quality: 25 mm nominal bore
64Providing and placing on terrace roof of floor two ( floor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. : 1000 lit. capacity
65Providing and fixing square mouth gully trap grade A complete with c. i. grating brick masonary chamber and water tight factory made concrete cover with frame (medium duty)of 300 X 300 mm sizeof Astra make or Equivalent as per standard design : 150 x 100 mm size –P or S type
66Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cemetn and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
67Inside size 60 x 60cmand 60cm deep including Conretecover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg).
68Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed:
69110 mm dia
7075 mm dia
71Providing and fixing rigid PVCbend of required degree (of approved make) for S.W.R. drainage pipes ofapproved including lubricating.
72110 mm dia
7375 mm dia
74Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door :
75110 mm dia
7675 mm dia
77Providing and fixing single “Y” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door :
78110 mm dia
7975 mm dia
80Providing and fixing nahani trap ofrigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door :
81110 mm dia
8275 mm dia
83Providing and fixingU.P.V.C. pipeclips (approved make ) for S.W.R. pipes:
84110 mm dia
8575 mm dia
86Providing and fixing R.P.V.C. vent cowl:
87110 mm dia
8875 mm dia
89Providing and fixing NICKEL chrome plated copper alloy Fancy BIB Cock Short Body Jaquar make or equivalent. Confirming to IS 8931;1993 : 15mm nominal bore
90Providing and fixing NICKEL chrome plated copper alloy Fancy concealed stop cock with sheet flance20mm Jaquar make or equivalent. Confirming to IS 8931;1993: 20mm nominal bore
91Providing and fixing NICKEL chrome plated copper alloy Fancy BOTTLE TRAP ECONOMY TYPE 32MM Jaquar make or equivalent. Confirming to IS 8931;1993
92Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall.: SCH-40(blue)/(white)
9320mm outer dia.
9425mm outer dia.
95Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including jointing of pipes & fittings with one step UPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer. External work. : SCH-40(blue)/(white)
9620mm outer dia.
9725mm outer dia.
98Providing water proofing treatment over the newR.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square.The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m.
99Providing and fixing GI hexagonal chicken wire mesh 22 gaugesizeat the junction of dissimilar surface ofbrick/ block masonary wall, RCC column/ beam, etc. including necessary "U" nails for fixing, overlapping etc. complete as per specification at all heights and as directed by Engineer-In-Charge.
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