Banda Development Authority Tender
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Banda Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Jan 2022
Closing Date7 Jan 2022
Tender Amount₹ 21,10,215
Costs
EMD
₹ 42,205Document Cost
₹ 950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_BDA_669227_1Bid Award Id
ViewTender No
1106/E tender/BDA/21-22 (4)Tender Authority
Banda Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Class 150 Brick work in 1:3 cement and course sand in foundation complete with all respact including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. (SI No. 307)
30
-
5450
Class 150 Brick work in 1:3 cement and course sand in Super strcture complete with all respact including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. (SI No. 307+309//2020-21)
5
-
5690
Earht work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 mtr (20") in depth earth work embankment to be in 20 cm (8")- layers including 1.5 Mtr. (5ft.) lift 30 mt (100 Ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 mt (100 Ft.) distance as directed by the Engineer-in-charge ( SI NO. 253)
10
-
90
P/L 12mm. Thick Plaster 1:4 Cement & Sand on brick work minimum thickness not less then 10mm with 1 part of cement and 4 part of find sand of 1.25 fineness modulus. Comlete with all respect as per (S.No. 584)
250
-
130
2cm. Thick cement Plaster in dedo of stracking in 12 consisting of one part of cement and two parts of approved coarse sand laid in panels finished with 3mm. flooting coat of neat cement or cement and marble dust in ratioo of 5:1 including supply of all materials, labour and plants etc. required for proper completion of the work (SI No. 597)
10
-
190
R.C.C. work with cement, approved coarse sand and 2cm (3/4'') gauge approved stone ballast for T- beam & Slab roof and RCC column in the proportion of 1:1.5:3. excluding supply of rainforcement and its binding but including its fixing and binding wire copmlete with all respect. (S.I. No. 288)
3
-
7600
Mild steel Or iron work in plain work such as in RCC (when not included in over all rates) wrought to requerd shape as necessary including banding for proper completion of the work and including supply of steen, its wastage and hooks and authorised over lapping shall be measured (SI No…504)
3
-
5600
M.S. or iron in heavy sizes such as trusses built up gates, door, frames records, racks, roofwork, gates etc. wrought to required for including drilling holes rivetting or welding where necessary and also including supply of steel, bolts nut wastege etc and their fixing required for proper completion of the work in new itam. SI No.- 503
2.5
-
5900
Painting or Varnishing work in small area on new wood or iron work with one coat (upto one square meter) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnishing including supply of all materials, labour and T & P etc. required for proper completion of the work.(SI 641+642)
150
-
88
S/F of 10 cm dia. P.V.C. 6Kg. per cm. Sqr.class down pipes Everest or Charminar make complete with bends with door at top and plain at bottom and grating and including supply of necessary M.S. clamp 2.5 cm x 3mm fixed to wall with and including supply of 15 cm long, 6mm dia nails all materials labour and T&P etc. required for proper completion of work an also including repair of plaster pointing etc. if damaged during fixing of the pipe. (SI 731)
45
-
200
Construction of granular sub-base by providing well graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kn static roller to achive the desired density, complete as per technical specification clause-402. (PWD Analysed Rate)
5
-
2372.6
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with macanical paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. as per MORTH specification No. 406 (PWD Analysed Rate)
5
-
2464.2
Providing and applying primer cote with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using mannual means- clause-502
300
-
25.7
Providing and applying tack coat with V.G-10 bitumen using bitumen pressure distributor @ 0.30 kg. per sqm. on prepared bituminous surface cleand with mechanical broom as per morth clause-503
1000
-
14.4
P/L dense graded bituminous macadam with 100 - 120 TPH batch type HMP producing an average output of 75 tuns per hours using crushed aggregates of specified grading, primixed with bituminous binder @ 4.0 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level an alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compection as per MORTH specification clause- 507 complete in all respect
23
-
7506
P/L bituminous concrete with 100 TPH batch type HMP producing an average output of 75 tuns per hours using crushed aggregates of specified grading, primixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level an alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compection as per MORTH specification clause- 509 complete in all respect
80
-
8729
Providing and laying at or near ground level factory made kerb stone
of M-25 grade cement concrete in position to the required line, level
and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without grooves (thickness of
joints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone shall be approved
by Engineer-in-charge).
25
-
8729
P/L of rubber moulded Ziz Zag inter locking concreat block pavements having thikness 80mm. As pe r drawings and techinical specification clouse-1504 SI Ni. New Itam 6.7.1)
20
-
840
Supply & fixing of 40 mm thick commercial quality sitapur ply or oother approved plywood flush shutters including stops including fixing and adjustment of hinges ,bolts, locks, handles springs or other fittings but excluding their supply and including painting with black japan on all iran fittings if necessary and includng fixing the glass panes with putty and brad glass to befour mm fitting with necessary screws to be supplyed departmentary. (SOR-470)
4.5
-
2000
Approxymate a cast of oxidized brass fittings with screws for doors and windows rtc. (Si No 473)
4.5
-
850
white washing three coat including suply of all material labour T &P etc. required for proper completion of the work.(SI No. 673)
20
-
9
Distempring with oil bound washable distemper of approved brand and manufacturer to give an even shade, new work (two or more cotes) over and including water thinnable priming coat with cement primer. (DSR No. 13.41.1)
70
-
93.7
Providing and fixing 40 mm. dia B class (jindal, J.T.C. make) ISI Marked GI pipe. Compelete with all respect. As per Si N0 205
10
-
340
Fixing of doors and winwod shutter in position complete with all respwct (SI No. 730.5)
4.5
-
100
Supply and fixing gllvanized mosquieos proff heavy quality iron wire gauge or expended metal heavy quality over windows and including supply of CP teak wood battens 8 cm by 1 cm and including supply and fixing of necessary screws, all material labour T &P etc. required for proper completion of the work.(SI No. 455)
4.5
-
620
P/L vitrified tiles in different sizes (Thikness to be specified by the manufacturer) with water absortion less then 0.08% and conferming to IS 15622, of approved brand and manufacturer, in all colors and shades. Laid with cement based high polymer modified quick set tile adtheseve (water based) conferming to IS 15477, in average 6mm. thickness, including grouting of joints (Payment of grouting of joints is included) complete with all respect as per deriction of E/I DSR No-11.49.4
40
-
2711.45
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm (DSR 17.1.1) with a pair of 15 mm C.P. brass pillar taps
1
-
3392.85
Providing and fixing Polyethelene-Aluminium-Polyethelene PE-ALPE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing.
This includes testing of joints complete as per direction of the Engineer-in-charge.
-
-
-
1216 (16 mm OD) pipe
20
-
294.55
1620 (20 mm OD) pipe
15
-
327.2
Constructing masonry Chamber 30x30x50 cm inside, in brick work
in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with
C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed
in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 18.32.1)
1
-
1712.15
Providing and fixing brass bib cock of approved quality :
15 mm nominal bore (DSR 18.15.1)
4
-
303.85
P/A white cement based putty of average thickness 1.0 mm complete with all respect as per DSR 13.80/2018
250
-
115
Applying one coat of water thimmable cement primer of approved brand and manufacture and wall surface (13.43.1) /2018
250
-
60
Finishing walls with premium acralic smooth exterior paint with silicone additives of required shaid complete with all respect (DSR.13.47.1)/2018
250
-
161.15
P/F manglore tiles for roofing as per deriction of E/I complete with all respect (MR)
30
-
1468
S/F of LED 9 watt light Glide pedestal lantern model No. 58176 of philips make
40
-
6160
S/F of 2.5 mm. 2 core insulated coper wire ISI Mark complete with all respect. (Sanction Rate)
500
-
38
S/F MCB 25 Amp. Of ISI mark Complete with all respect (Sanction Rate)
4
-
180
Painting lines, dashes, Arrows etc on roads in two coats complete with all respect . (SI No 10.8/2020-21)
55
-
120
Providing and fixing Glow studs of size 100x20 mm made of heavy
duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or
HIP (High impact polystyrene) or ABS having electronically welded
micro- prismatic lens with abrasion resistant coating as approved by
Engineer in charge. The glow stud shall support a load of 13635 kg
tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 (+/-5) degress to base .The reflective panels on
both sides with at least 12 cm of reflective area up each side. The
luminance intensity should be as per the specification and shall be
tested as described in ASTM I: 809 as recommended in BS: 873
part 4 : 1973. The studs shall be fixed to the Road surface using the
adhesive conforming to IS, as per procedure recommended by the
manufacturer complete and as per direction of Engineer-in-charge.
60
-
175.5
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