Saharanpur Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Saharanpur Development Authority - SDA Tender
Civil And Construction
Building Construction
Consultancy Services
Eprocure
Opening Date14 May 2022
Closing Date23 May 2022
Tender Amount₹ 1,28,66,711
Costs
EMD
₹ 8,44,000Document Cost
₹ 7,400Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_SDA_699706_1Bid Award Id
ViewTender No
2136/2/SDA/2022-23Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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 carrige of mixed material by tipper to site. Laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(A.R.)
215
-
2291
Construction of un-reinforced dowel jointed at expansion and construction joint only, plain Cement Concrete pavement thickness as per design over a prepaired sub base with 43 grade cement or any other type as per clause 1501.22 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concerete with shovels. rakes, compacted using needle, screed and plate vidrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/culvert and construction, joints admistures as approved curing of concrete slabs for 14 days, curing compound (Where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc M-20 complete work. New item no. 9 (Road work)
209
-
6500
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.)
33
-
10032
Suppy and laying of 80 mm thick precast cement concrete I- shape /zig-zag (all shape) interlocking coloured paver block with top layer of mininum 8 mm thickness having plan dimension of 200x(160+120)mm of O.P. cement smooth high gloss finish, skid resistant, manufactured with rubber moulds through vibro-compression mechanism over 4 cm blanket coat of fine sand & joint filling with fine sand. The compressive strength and weight of concrete paver block shall not be less than 40 MPa and hieght 4.5 kg/no. respectvily confirming to IS:15658-2006 I/C cost of all material, labour, all taxes T&P. required for proper completion of the work as per specifications and as directed by Engineer-in-charge.New item - 14
380
-
760
Extra for 80mm thick colour precast cement concrete interlocking paver blocks instead of gray.
190
-
64.8
Part-B:- Drainage
-
-
-
Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a
302
-
90
Concrete with 4cm gauge stone ballast,coarse sand and cement in proportion of 1:5:10 in foundation and under floors including supply of all materials, labours, T&P etc. required for proper completion of the work. (SOR No 274+Diff in cost of ballast)..
59
-
3370
M-150 Brick work in1:4 cement & four coarse sand mortar in foundation including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a
142
-
4300
Cement concrete with 2cm. guage approved stone grit, coarse sand & cement in the proportion of 1:1.5:3 including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work.S.I.no-279a+Diff in cost of cement
16
-
5790
12 mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness plinth with cement and coarse sand. S.I.no-584a
600
-
155
RCC work with cement, approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion of 1:11/2:3 (1cement: 1.5 coarse sand : 3 2cm gauge stone grit ) in slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc and supply of all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 284a)+ Diff cost of cement
5.4
-
6840
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.)
50
-
10032
Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 exxluding its fixing and binding the same with 24 B.W. G.G.I binding wire, moulds, all materials labour, t&p etc. required for proper completion of the work. the rate excludes making of drip course which shall be paid extra.S.I.No--282+Diff in cost of cement
35
-
6280
Part-C:- Park
-
-
-
Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a
30
-
90
Earth work in filling including supply of necessary quantity of earth from a distance not exceeding 5 Km. from the site of work and including watering, dressing etc. rate to include cost of all materialas labour T&P etc. required for proper completion of the work.S.I.-253a+Cartage
200
-
190.8
Concrete with 4cm gauge stone ballast,coarse sand and cement in proportion of 1:5:10 in foundation and under floors including supply of all materials, labours, T&P etc. required for proper completion of the work. (SOR No 274+Diff in cost of ballast)..
16
-
3370
M-150 Brick work in1:4 cement & four coarse sand mortar in foundation including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a
37
-
4300
Cast Cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand 2cm. gauge approved stone grit coarse sand & cement in the proportion of 1:1.5:3 excluding its fixing and binding the same with 24 B.W.G.G.I. binding wire, moulds, including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work.S.I.no-282+Diff in cost of cement
1
-
6280
RCC work with cement,approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:11/2:3 (1cement: 4.5 aggregates) in raft foundation and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering & shuttering etc and supply of all materials, labour, T&P etc. required for proper completion of the work including cost of binding wire. (SOR No 287+Diff.of Ct.Cost.)
16
-
5960
RCC work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 (1cement: 4.5 aggregates) in column &T-beam excluding supply of reinforcement and its bending,but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering & shuttering etc.,and supply of all materials, labour,T&P etc, required for proper completion of the work including cost of binding wire.
23
-
7170
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.) S.I.No-504
45
-
10032
Mild steel or iron work in M.S. grills/Stair case railing/gates/trusses/racks etc., wrought to required form including supply of steel bolts, nuts, wastage etc., and their fixing required for proper completion of the work. (PWD S.I. No. 502 A)
25
-
6150
12 mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness plinth with cement and coarse sand. S.I.no-584a
60
-
155
Same as in item no-09 above but for plaster over rough face of one brick wall.
60
-
171
Supply and fixing of 25mm thick Kota stone in flooring 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
40
-
930
Finishing walls with weather coat extrerior wall paint of approved make and quality on new work with two coats to give an even shade inculding supply of all materials, labour, tools and plant etc. requried for proper complication of the work.
200
-
98
Paintings or Varnishing on new iron or new wood work with one coat of ready mix priming paint and two coats of approved superior quailty ready mixed paint or clear synthetic varnish ( Berger, dulux,, Narolac, Shalimar) including supply of all materials, Labour,T&P etc. required for proper complete of the work. pain to be used should confirm to the ISI no. 1950 (PWD SI. No-641+642)
120
-
104
PART -D (WATER LINE)
-
-
-
Eatrhwork: Excavation in trenches for foundations and pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavate earth as directed by Engineer-in-charge with lead of 30m. S.I.no-251a
155
-
90
Supply, laying and joints of 110mm dia ISI marked PVC pipe and specials of 6kg/sqcm.. working pressure including the cutting of pipe for making up the length and making joints with specified jointing cement and also including supply of all materials, labour T&P etc. required for proper completion of the work (As per jal kal nagar nigam rate)
190
-
445
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS 1538 up to 300 mm dia.
1
-
6949.5
Providing and fixing 100mm dia C.I."D." joints suitable for C.I. spun pipe as site of work including all taxes.
6
-
410
Providing and fixing of 100mm dia class II C.I. sluice valve(with cap) complete with nuts, bolts, rubber insertions etc. all complete required for proper complition of the work.
1
-
3973
Providing and fixing of 100mm dia C.I. double acting Air valve of approved quality with nuts, bolts, rubber insertions etc. all complete required for proper complition of the work.
1
-
6897
Cement Concrete with 2cm, gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279a
1
-
5280
Constructing masonry Chamber 90x90x100 cm inside, with M-150 brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:2 (1 cement : 2 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design (AR)
2
-
9390
Providing and fixing 20mm nominal dia chlorinated poly vinyl chloride (CPVC) pipes having thermal stability for hot &cold water supply, including all CPVC plain & brass threaded fittings, This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge.S.I. No-21.03/SOR-2020
50
-
140
Making water consumer connection with 160/110mm dia Existing PVC water main including cutting of water main, excavation of pit, refilling the same after connection with 5Mt long G.I. pipe & M.S. clamp and also including cost of specials and its joints and jointing.
19
-
3400
PART -E (SEWER LINE)
-
-
-
I-Laying Sewer Line :- Eatrhwork: Excavation in trenches for foundations and pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 30m and drassing of sides and ramming of bottom disposal of surplus excavate earth as directed by Engineer-in-charge with lead of 30m.
182
-
90
Concrete with 4cm gauge stone ballast,coarse sand and cement in proportion of 1:5:10 in foundation and under floors including supply all material, labour, T&P etc. required for proper completion of work. (SOR No 274+Diff in cost of ballast).
16
-
3370
Providing ,laying and jointing NP-2 class 250mm dia RCC hume pipe with specials where necessary in proper slope and alignement chaulking the joint with necessary spun yarn socked in bitumen and jointing with 1:2 cement and coarse sand mortar including excavation of earth below invert level of pipe cost of jointing materials, testing etc. complete. but excluding excavation and refilling of trenches from ground level to invert level of pipes. (AR)
190
-
745
Constructing of sewer connecting masonry Chamber of size 60x60x150 cm internal size including cement concrete 1:5:10 with 40mm gauge stone ballast in foundation and M-150 brick work in cement mortar 1:4 (1 cement : 4 coarse sand) cement concrete 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) in benching and on top of brick work including 12mm thick plaster in dado with cement mortar 1:2 (1 cement : 2 coarse sand) with neat cement finish and S/F of rectangular shape 500X500 mm precast R.C.C. man hole cover with frame MD-10 on top fixed with cement concrete and also S/F of foot rest @30cm C/C complete in all respects as per approved drawing and design. (AR)
4
-
10886
Addition or substraction of sewer connecting chamber shaft of 60X60X100Cm internal size with M-150 brick work in 1:4 cement and coarse sand mortar and 12mm thick plaster in dedo with neat cement finish.(AR)
2
-
4380
Construction of manhole 100X1.2X1.50m internal size with M-150 brick work in 1:4 (1 cement and 4 coarse sand mortar) cement concrete 1:5:10 with 40mm gauge stone ballast in foundation, cement concrete 1:1.5:3 in benching slope and top of brick work in 5cm thickness, 12mm thick cement plaster in dedo with neat cement finish, R.C.C (slab 15cm)1:2:4 and also including supply and fixing of circular shape 560mm internal dia precast R.C.C. manhole cover with frame HD-20 and foot rest @ 30cm C/C Complete in all respect as per approved drawing and design.
8
-
20896
Addition and substraction of manhole regulating shaft of internal size 100X1.2X1m with M-150 brick work in 1:4 cement and coarse sand mortar and 12mm thick plaster in dedo of 1:2 cement and coarse sand mortar with neat cement finish.(AR)
4
-
6905
Providing ,laying and jointing NP-2 class 150mm dia RCC hume pipe with specials where necessary in proper slopes and alignment chaulking the joint with necessary spun yarn socked in bitumen and jointing with 1:2 cement and coarse sand mortar including excavation of earth below invert level of pipe, cost of jointing materials, testing etc. complete. but excluding excavation and refilling of trenches from ground level to invert level of pipes. (AR)
120
-
495
Constructing brick masonty chamber for sewer connetion inside size 60x60x750 cm in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab in 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:5:10 mix (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) inside plastring 12mm thick with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floting coat of neat cement and making channel in cement concrete 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)finished with a floting coat of neat cement complete as per approved dersing and design (AR)
17
-
4400
II- Septic Tank :- Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a
78
-
90
Same as in item no-01 above but for depth from 1.5M to 3.00M B.G.L.(S.I.No-251a+254a
57
-
102.5
Concrete with 4cm guage stone ballast,course sand and cement in proportion of 1:5:10 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 274+Diff in cost of ballast).
9.2
-
3370
R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone girt in proportion of 1:1.5:3 in raft foundation and footings exluding supply of reinforcement and its bending, but including its fixing & binding the same with 24 B.W.G.G.I. binding wire & including necessary centering and shuttering etc. and supply of all material, labour, t&p etc. required for proper completion of the work including cost of binding wire (S.I. NO-287a)
8
-
5860
Same as in item no-03 above but in R.C.C. Coloum with 1:1.5:3 mix. S.I.No-289
15
-
7170
Same as in item no-04 but in slab
10
-
6330
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.)
62
-
10032
2.5cm (1'') thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2cm. (1'') graded approved stone grit, laid in panels finished with 3mm (1/8'') floating coat of neat cement or cement and marble dust in ratio 5:1 as specified and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour T&P etc. required for proper completion of the work. S.I. No-601A
33
-
230
M.S. or iron work of small sizes section such as holding down bolts, hold fast, tie roods grating etc. wrought to required form including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. S.I. No-502
0.25
-
5400
Providing and fixing circular Shape 560mm internal diameter precast R.C.C. manhole cover with frame-HD-20.(A.R.)
2
-
1255
Supply, laying and joints of 75mm dia ISI marked PVC pipe and specials of 6kg/Sqcm working pressure including the cutting of pipe for making up the length and making joints with specified jointing cement and also including supply of all materials, labour T&P etc. required for proper completion of the work.
6
-
167
III- Soak Pit :- Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a
7.5
-
90
Same as in item no-01 above but for depth from 1.5M to 3.00M B.G.L.S.I.No-251a+254a
7.5
-
102.5
M-150 class brick work in 1:6 (1 Cement : 6 Coarse sand) mortar in foundation and plinth.S.I.No-303
0.5
-
3750
Supply and filling Brick bats.
2.7
-
880
Supply and filling Brick aggregate 50 to 80mm nominal size
4.1
-
935
Supply and filling Brick aggregate 40mm nominal size
6.9
-
990
Providing and laying 150mm dia R.C.C. hume pipe NP-2 class
2
-
495
Cast cement concrete door sills chaukhats, boundary posts shelves and similar small work with cement approved coarse sand and 2cm gauge stone grit in proportions of 1:1.5:3 excluding its fixing and binding the same with 24 B.W. G.G.L.binding wire, mouls all materials labour, T&P etc. required for proper comletion of the work. The rate excludes making of drip course which shall be paid extra. S.I.No-282+Diff of cost of cement
0.02
-
6280
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.)
0.02
-
10032
PART -F ( Construction of Rain Water Harvesting System by Recharge Well Method)
-
-
-
Boring/drilling bore well of 150mm dia for casing/strainer pipe by suitable method, including collecting samples from different strata prepairing and submitting strata chart/bore log including hire & running charges of all equipments, T&P and machinary required for the job up to 25 metre depth BGL and supplying, assembling, lowering and fixing 110mm dia PVC casing & slotted PVC pipe/Screen of 0.50 metre length in recharge pit at top and 6 metre length in aquifers zone. The slotted pipe will be rolled with 1.18 to 1.40 micron nylon cloth mesh with providing and fixing 110mm size PVC vent cowl to the top and bottom plug to the bottom of bore well casing pipe and also including supplying, filling, spreading & levelling gravels of size range 5mm to 10mm up to 50cm depth with gravel packing in bore well, brick ballast of size 40mm over the existing layer of gravels in 50cm thickness, coarse sand of size range 1.5mm to 2mm in 40cm thickness over brick ballast layer and flat brick laid dry with M-150 class bricks at top of coarse sand layer successively in recharging pit of Internal size 1.75X1.20 metre excluding Construction cost of recharging pit which shall be paid extra. Nylon cloth mesh will be laid on top of each layers of filter media all complete, as per standard design and direction of Engineer-in-charge.
2
-
30900
Addition/ Substraction of depth for boring, lowering and fixing of 110 mm size P.V.C. casing pipe for recharge well as per actual requirement at site in item no-02 above as per standard design all complete.
2
-
495
Construction of brick masonary chamber inside size 1.75X1.10M and 2.00M deep for rain water harvesting recharge storage tank/chamber in cement mortar 1:4 (1 cement : coarse sand) with R.C.C. top slab with M-20 mix with adjacent filter chamber inside size 0.75X1.10M. and 1.20M. deep for filteration of surface water covered with perforated R.C.C top slab with M-20 mix, foundation concrete 1:5:10 mix (1 cement : 5 coarse sand : 10 graded stone aggrigate 40mm nominal size) complete as per standard design and direction of Engineer-in-charge.(A.R)
2
-
29336
Providing and fixing of M.S. informatory sign board with frame of 40X40X5mm angle iron and diagonal braces of 25X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superiore quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 gauge cement concrete 45X45X60cm B.G.L. Complete as per approved dirawing and diection of Engineer-in-charge.
2
-
4130
PART -G Installation of 12.5 H.P Submericble Moter pump set with 250mmØ boring and lowring of 225 mm Ø PVC Pipe assembly for water supply.
-
-
-
250mm Ø boring by boring Machine complete i/c Transportation charges etc.
90
-
900
Supply and lowring of PVC pipe assembly of 225mm Ø 10Kg/cm² pressure I.S.I mark complete with Strainer cloth plastic Roal and P.V.C Solvent cement etc. (Kisan/Trupati/Suprim) with upto 24 metar Strainer Pipe
90
-
1900
Supply of 3 Phase 12.5 Hp Submersible pump set ISI mark. complete (KSB/CRI/Kirloskar)
1
-
51526
Supply of 6 Sq mm 3 core submersible copper cable ISI marked finlox/Rajdhani/Havels
60
-
200
S/F of 100 Amp. 3 Nos kit kat and GI Sheet box with canopy for fixing of electrical accessories & with power wiring lugs complete
1
-
10500
S/F fixing of 16sq. mm 3½ core armoured aluminnm
cable ISI markd.
30
-
280
S/F of 100mm Ø M.S. Column Pipe with both side Flange each 3.0mtr. Long havey duty complete
8
-
5200
Lowring of 12.5 Hp. Submericble moter pump set with 100mm Ø M.S. Colum Pipe No 8 each 3.0 long with nut bolt warsher and rubber paking
1
-
5000
S/F of 100mm Ø M.S. Pipe pices 1.0 -1.5mt. Long ISI Marked with nut bolt warsher and rubber paking
3
-
3000
S/F of 100mm Ø C.I.D/F sluice Valve ISI marked heavy duty complete.
2
-
6000
S/F of 100mm Ø C.I.D/F Reflax Valve ISI marked heavy duty complete.
1
-
5500
S/F of 100mm Ø C.I.D/F band ISI marked heavy duty complete.
3
-
2100
S/F of 100mm Ø C.I.T/F ISI marked heavy duty complete
1
-
3150
S/ Installation of 3 Phase Automatic control panel L&T make for suitable 12.5 H.P. motor pump set complete.
1
-
18000
Providing of brick plasted pillars with material for Support of delivery and by pass pipe complete.
2
-
2000
Providing of 2 feet x 2 feet x 1 feet size brick chamber with plaster surrounding of bore hole with material complete in all respect.
1
-
5000
Supply and filling of coarse sand
1
-
500
S/L of 110mm Ø PVC pipe line ISI marked up to 30mtr. and making Inter connection of this new line with 12.5 Hp. Tubewell side and exisiting old pipe line side i/e all T&P C.I.D Joint PVC specials labour charge etc. complete.
1
-
25000
Water Testing Report and working Photography
1
-
1000
PART -H (ENTRY GATE & GUARD ROOM)
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move )SI No-251a
18
-
90
Concrete with 4cm gauge stone ballast,coarse sand and cement in proportion of 1:5:10 in foundation and under floors including supply of all materials, labours, T&P etc. required for proper completion of the work. (SOR No 274+Diff in cost of ballast)..
3
-
3370
M-150 Brick work in1:4 cement & four coarse sand mortar in foundation including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a
5
-
4300
Same as in item no-03 above but brick work in super structure including necessary cutting and moulding of bricks as required and including honey comb brick for one brick thick wall. S.I.No-305a+309+310
10
-
4730
Same as in item no-04 above but brick work in super structure thickness of wall half brick thick. S.I.No-305a+309+310a
3
-
4775
R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone girt in proportion of 1:1.5:3 in raft foundation and footings exluding supply of reinforcement and its bending, but including its fixing & binding the same with 24 B.W.G.G.I. binding wire & including necessary centering and shuttering etc. and supply of all material, labour, t&p etc. required for proper completion of the work including cost of binding wire (S.I. NO-287a)
1
-
5860
Same as in item no-06 above but in R.C.C. Coloum and T-beam with 1:1.5:3 mix
3
-
7170
Same as in item no-07 but in beams
2
-
7140
Same as in item no-08 but in slab
2
-
6840
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.)
10
-
10032
Mild steel or iron work in heavy sizes such as gate M.S. grills/Stair case railing/ gates/ trusses/racks etc., wrought to required form including supply of steel bolts, nuts, wastage etc., and their fixing required for proper completion of the work. (PWD S.I. No. 502 A)
11
-
6150
Same as above in item no-11 but steel Z section window excluding glass panes- openable panels. S.I.No-502b(ii)
0.4
-
6700
Providing and fixing 1mm thick M.S. Sheet door with frame of 40x40x6mm angle iron 3.15 mm thick M.S. gusset plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15" length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complele.S.I.No-517a
1
-
6190
12 mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.no-584a
80
-
155
Same as in item no-09 above but for plaster over rough face of one brick wall.
60
-
171
4cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (1'') graded approved stone grit, laid in panels finished with 3mm (1/8'') floating coat of neat cement or cement and marble dust in ratio 5:1 as specified and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour T&P etc. required for proper completion of the work. S.I. No-601a
10
-
300
20mm thick cement plaster in dado/skirting and over roof with 1:2 cement and approved coarse sand mortor laid in panels finished with 3mm thick floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I. No-597
8
-
220
Providing wall putty on new surface with approved quality material of berger/J.K./Birla of similar make two coats .New Item Ch.-15
150
-
67
Distempering two coats with oil bound distemper of approved brand and manufacturer and of required shade on undecorated Wall Surface to give an even shade over and including a priming coat wilh cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.S.I.No-649+650
45
-
78
Finishing walls with weather coat extrerior wall paint of approved make and quality on new work with two coats to give an even shade inculding supply of all materials, labour, tools and plant etc. required for proper completion of the work.
110
-
98
Paintings on new iron or new wood work with one coat of ready mix priming paint and two coats of approved superior quailty ready mixed paint ( Berger, dulux,, Narolac, Shalimar) including supply of all materials, Labour,T&P etc. required for proper completion of the work. pain to be used should confirm to the ISI no. 1950 (PWD SI. No-641+642)
50
-
89
Painting letters/Artistic drawing/painting work on M.S. sheet or wall with attrative muticolour paint as per direction of Engineer in-charge over and including painting two or more coats with approved superior quality ready mixed paint over one coat of ready mixed priming paint including supply of all materials labour T&P etc. required for proper completion of the work. (Approved Rate)
20
-
319.26
Red sand stone 30mm thick (machine cut edges) exposed for machine cut and table rubbed with rough backing for wall lining etc. (veneer work) up to 10 metre height backing filled with a grout of average 12mm thick cement mortar 1:3 (1 cement :3 coarse sand) including pointing with white cement mortar 1:2(1 white cement:2 stone dust) with an admixture of pigment matching the stone shade (to be secured to the backing and the sides by means of cramps and pins with shall be paid for separately) DSR/2021
25
-
3451.65
Providing and fixing non corrosive wedge expansion type hold fastner/dash fastner with washer including bolt of minimum size 58.7X12mm on C.C/R.C.C./ brick masonary surface backing including drilling necessary holes etc. complete.DSR/2021
125
-
43.8
Providing and fixing stainless steel cramps of required size & shape in RCC/CC/brick masonary backing with cement mortar 1:2 (1 cement:2 coarse sand) including drilling necessary holes. in stones and embedding the cramp in the holes.DSR/2021
10
-
484.5
Providing and fixing 4mm thick glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete. DSR/2021
2.6
-
780.8
Providing and laying "brick coba" 120 mm.laid with M-150 ciss brick bat coba 7.50 cm. thick with gap of 15 mm. to each other, over 20 mm. thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm. X 30 cm. and side wall parapet shall be monolythic plaster waii upto 30 cm. higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2 % by weight & including supply of all materials, labour,T&P.etc, complete for proper completion of the work.(PWD.S.I.No.-New Item/Roof Work.)
10.1
-
910
Supply and fixing of hexagonal fan box with hexagonal side of approximate 80 mm in length fabricated from 16 SWG M.S. sheet incorporating 10mm M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all materials,labour,T&P.etc, required for proper completion of the work. S.I. No 1149/elctrical SOR 2016
1
-
150
Supply and fixing of 10cm dia PVC down pipe kissan/suprime make) complete with bends and door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cmx 3mm fixed to wall with cement mortar 1:2 and including supply of 15cm long 6mm dia nail including supply of all materials, labour T&P etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of pipes S.I. no-730a
3
-
370
Providing and fixing 20mm outer dia chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Eng-in-charge, Concealed work, including cutting chases and making good the wall etc. S.I.No-Ch.21b
20
-
300
Providing and fixing white glazed earthen ware(Indian type) W.C. squatting pan 580mm size with 100mm sand cast iron P or S trap, 10 liter low level white PVC flushing cistern including flush pipe, manually controlled device(handle lever) confirming to IS 7231 with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. S.I. ch.21b
1
-
2950
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 30cm length DSR I.no-18.74.1/2021
1
-
71
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet
Sand cast iron S&S as per IS: 1729 DSR I.no-17.60.2.2/2021
2
-
1076.5
Providing and fixing PTMT grating of approved quality and colour. Circular type
100 mm nominal dia DSR I.no-18.58.1.1/2021
2
-
27.5
Supply, laying and joints of 110mm dia ISI marked PVC pipe and specials of 6kg/sqcm.. working pressure including the cutting of pipe for making up the length and making joints with specified jointing cement and also including supply of all materials, labour T&P etc. required for proper completion of the work (As per jal kal nagar nigam rate)
10
-
445
Supply, laying and joints of 63mm dia ISI marked PVC pipe and specials of 6kg/sqcm.. working pressure including the cutting of pipe for making up the length and making joints with specified jointing cement and also including supply of all materials, labour T&P etc. required for proper completion of the work (As per jal kal nagar nigam rate)
12
-
167
Providing and fixing 150x100mm size p type square-mouth S.W. gully trap class SP-1 complete with C.I. grating with M-150 class brick masonry chamber with water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50Kg and frame to be not less than 2.70Kg as per standard design. S.I.No-Ch.21b
1
-
2150
Providing and placing on terrace polyethylene water storage tank ISI 12701 marked Sintex or equivalent with cover and suitable locking arragement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Eng-in-charge 200 LiterS. S.I. NO-cH.21b
1
-
1250
Providing and fixing 15mm nominal bore C.P. brass angle valve ISI marked of approved quaility as per direction of Eng-in-charge S.I. NO-cH.21b
1
-
485
Providing and fixing 15mm nominal bore C.P. brass long nose bib cock ISI marked of approved quaility as per direction of Eng-in-charge S.I. NO-cH.21b
1
-
595
Providing and fixing 15mm nominal bore ball valve brass ISI marked approved quaility complete, high & low pressure with plastic floats complete as per direction of Eng-in-charge. S.I.No-21b
1
-
280
Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting complete with 1.5Sqmm FRLSH PVC insulated multistrand single core copper conductor cable as earth continuity wire inside the conduit GP Box , modular type switch & ceiling rose/ angle/batten holder etc. complete in all respect, as directed including matching colour wash. S.I.No-138c+187a/Elect./2018
9
-
654
Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm. FRLSH PVC insulated multistrand single core copper conductor cable in in PVC conduit pipe partly concealed in the wall, and partly laid in slab along with the reinforcement before concreting complete with 1.5Sqmm FRLSH PVC insulated multistrand single core copper conductor cable as earth continuity wire inside the conduit GP Box , modular type switch & ceiling rose/ angle/batten holder etc. complete in all respect, as directed including matching colour wash. S.I.No-140c+187a/Elect./2018
2
-
715
Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall complete with 1.5Sqmm FRLSH PVC insulated multistrand single core copper conductor cable as earth continuity wire inside the conduit GP Box , modular type switch & ceiling rose/ angle/batten holder etc. complete in all respect, as directed including matching colour wash. S.I.No-134c+187a/Elect./2018
2
-
418
Supply and fixing of electronic fan regulator (Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. S.I.No-1203c/Elect./2018
1
-
517
Wiring for circuit/submain wiring alongwith earth wire with 2x1.5sqmmx1x1.5sqmm earth wire of FRLSH PVC insulated single core copper conductor cable in surface/recessed PVC conduit as required.DSR-1.14.1/Elect./2018
15
-
122
Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. CertifiedS.I.No-725D
1
-
12700
Supply and laying of 32X6mm G.I. strip from earth electrode directly in the ground as required complete in all respect. S.I.No-717
10
-
150
PART -I (EXTERNAL DRAIN)
-
-
-
Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251a
565
-
90
Concrete with 4cm guage stone ballast,course sand and cement in proportion of 1:5:10 in foundation and under hoorsing all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 274+Diff in cost of ballast).
45
-
3370
R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone girt in proportion of 1:1.5:3 in raft foundation and footings exluding supply of reinforcement and its bending, but including its fixing & binding the same with 24 B.W.G.G.I. binding wire & including necessary centering and shuttering etc. and supply of all material, labour, t&p etc. required for proper completion of the work including cost of binding wire (S.I. NO-287a)
62
-
5860
Same as in item no-03 above but in R.C.C. Coloum with 1:1.5:3 mix
102
-
7170
Same as in item no-03 but in slab
9
-
6330
Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 exxluding its fixing and binding the same with 24 B.W. G.G.I binding wire, moulds, all materials labour, t&p etc. required for proper completion of the work. the rate excludes making of drip course which shall be paid extra.S.I.No--282+Diff in cost of cement
30
-
6280
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.(A.R.) S.I.No-504
240
-
10032
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements