Maharana Pratap Horticultural University Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 1,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_HRY_162297_1Bid Award Id
ViewTender No
MHUEO2021/06Tender Authority
Maharana Pratap Horticultural University ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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Documents
BOQ Items
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Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.41)
(615.60 + 450% = 3385.50)
1
-
3385.8
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Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal excluding steel reinforce-ment but including centering and shutte-ring laid in position complete (HSR 10.82 + 10.95) (997.90+86.90)=1084.80+450% = 5966.40
3
-
5966.4
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Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in fascias parapets, and other thin vertical sections (HSR 10.89)
(1622.05 + 450% = 8921.28)
1
-
8921.28
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Damp proof course 40mm thick cement concrete 1:2:4 using stone agg.20mm nominal size with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot sanded. (HSR 10.114) (35.05+450%=192.78)
4
-
192.78
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First Class brick work laid in cement sand mortar 1:5 in foundation and plinth.(HSR11.3)
(407.60+650%= 3057)
9
-
3057
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First Class brick work laid in cement sand mortar 1:5 in first storey upto 4 mtrs above plinth level. (HSR 11.8)
428.60 + 650%
17
-
3214.5
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Tile terracing consisting of tiles 22.86 cm x11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of coat of bitumen laid not at 1.65 Kg. per Sqm or top of RCC slab including grounting with cement sand morta (HSR 13.13)
(52.95 + 600% = 370.65)
14
-
370.65
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Top Khurraa 0.6mm x 0.6mm for rain water pipe in 25mm thich cement conc. 1:8:16 over 50mm thick cement concrete 1:8:16. (HSR 13.50)
(12.30 + 240% = 41.82)
1
-
41.82
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Bottom khurraa on ground 1.2m x 0.6m consisting of brick on edge laid in cmenet mortar 1:3 over 75mm cement concrete 1:8:16 including 12mm thick cement plaster 1:3. hsr 13.57)
(64.30 + 240% = 218.62)
1
-
218.62
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Providing and fixing PVC Rain water pipe 6 Kg. Pressure of ISI mark in cement mortar during masonry work. (HSR 13.89)
(a) 100 mm dia PVC pipe 6 Kg. Pressure.
(182 + 20% = 218.40)
4
-
218.4
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Providing and fixing PVC Bend ISI mark (HSR 13.90)
(a) 100 mm dia PVC Bend.
(97.40 + 20% = 116.88)
5
-
116.88
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Base course of floors consisting of 100mm thick C.C.1:8:16 and 100mm sand or stone filling. (hsr 14.1)
(36.95+400% = 184.75)
12
-
184.75
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40 mm thick grey polished flooring cement concrete 1 : 2 : 4 topping finished with 3 mm thick neat coat of cement rubbed and polished. (HSR 14.17) (53.10 +400% 265.50)
13
-
265.5
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18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1 : 3 and finished with 3 mm topping of thick neat cement rubbed and polished including rounding off junction with floors. (HSR 14.18) (46.30+400% =231.50)
10
-
231.5
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Providing & fixing glass strips, 4mm thick in floors. a) 40mm vide (HSR 14.79)
(3.50+400% 17.5)
20
-
17.5
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12mm cement plaster thick 1:2 (HSR 15.3) (16.60+600%=99.6)
4
-
116.2
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12mm cement plaster thick 1:4 (HSR 15.5) (12.7 + 600% = 76.2)
4
-
88.9
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10mm cement plaster thick 1:4 (HSR 15.52) (12.65 + 600% = 76.90)
15
-
88.55
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Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60) (9.90 +500% = 59.4)
20
-
69.3
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painting two coats excluding priming coat with a ready mixed paint for metalic surface in all shades on new steel or iron works (HSR 16.17)
(6.05+230% = 19.96)
20
-
19.96
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Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (HSR 16.2) (3.75 + 230% = 12.38)
5
-
12.38
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Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)
(9.40+230% = 31.02)
5
-
31.02
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White washing - three coats (HSR 16.48) (1.25 + 230% 4.125)
35
-
4.13
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Preparation of plastered surfaces for distempring including sand papering the surfac, applying filling with approved quality filler consisting of plaster, (HSR 16.51) (3.95 + 230% = 13.03)
38
-
13.03
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Distempering with dry distemper (of approved manufacture ) two coats excluding priming coat of new work. (HSR 16.53) (4.45+230% = 14.69)
35
-
14.69
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Finishing walls with exterior decorative cement based paints such as snowcem, robbiacem etc. on new work, two coats to give an even shade. (HSR 16.61) (7.25+230% = 23.92)
50
-
23.92
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applying priming coat with a metal primer on nw steel or iron work including preparation of surface (HSR 16.9) (2.95+230% = 9.73)
20
-
9.73
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Commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. (non-coniferous) timber other than tear confirming to I.S. specification No. 1003 kiln seasoned), shutters with vertical styles and rails, as specified in the statement No. 1 (attached in the end of this chapter), with two Nos. plywood panels of the specified thickness Mentioned below including the cost of iron Hinges, screws, chocks/cleats, stops, etc. completed fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same-
(a) 35 mm thick (12 mm thick commercial plywood panel) Sqm 54.35, 295.05
(HSR 17.30)
(295.05 + 300 % = 1180.20)
8
-
1180.2
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position in :- (HSR 18.1)
a) R.S. Joist
(1011.45 + 500% = 6068.7)
1.5
-
6068.7
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(HSR item No. 18.22) [927.05 + 500%] Steel reinforcement TMT Bars FE 500 EQR/FE-500 D Grade or more for RCC Works where not included in the complete rate of R.C.C.,but including straightening, bending, binding, wastage, overlpas, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in all respect for all heights/depths/storeys/basement etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be demed to be included in the rates for reinforcement.etc
2.5
-
5562.3
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Pressed steel sheet frames consisting of 2mm thick steal sheet of the specified section, including iron lugs ( hold fasts) , iron hings , confirming to PWD specifications , including bolts for fixing stops, locknotch, provision for receiving tower bolts and finished with one coat of ready - mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6, for filling in the frame, and cement concrete 1:3:6 for lugs complete:- (HSR 18.34)
Size (a) 89mm x 50mm sivele poball (71.55 + 500% = 429.30)
20
-
429.3
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Providing and fixing fan hooks 80 cm long, of required shape and size. (HSR 18.38)
(a) 16 mm dia (13.40 + 500% = 80.40)
1
-
80.4
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First class brick on edge paving and flooring laid over and in cement sand mortar 1:5 (HSR 29.20)
(510.00 + 450% = 2805)
8
-
2805
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Earthing
(i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. (HSR-31.22)
(378.00 + 350% = 1701)
1
-
1701
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(ii) Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR-31.22)
(125 + 350% = 562.50)
1
-
562.5
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Supplying G.I. pipes class B marked with IS:1239 In 3.05 m length their threading and welding with flanges (Heavy duty) on both sides jointing with nuts and bolts marked with IS 1363, rubber gaskets marked with IS:638 Jointing with pumping machinery and lowering into tubewells and testing including carriage loading, unloading etc. complete in all respect to the satisfaction of Engineer - in - Charges. (HSR 28.52)
80 mm i/d
(1618.00 + 10% = 1779.8)
32
-
1779.8
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Supplying & jointing three core flat cables of finolex Polycab, Ecao & Bunton with bare bunched copper conductor insulated and sheathed with PVC for submersible pump Motors with voltage grade 1100 volts marked with IS:694 1990 including cost of jointing materials as well as carriage loading, unloading etc. complete in all respect. Capacity of Motor :13.00 KW to 22.00 KW size of cable 6.00 sqm (Copper) (HSR 31.59) (Rs. 150.00)
200
-
150
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Providing and fixing Cast Iron Double flanged Sluice Valves PN-1.6 Marked with IS:14846 including nuts & bolts marked with IS:1963. Rubber sheet marked with IS 638 etc. carriage loading unloading, stacking handling, Re-handling etc. complete in all respect to the satisaction of Engineer-in-charge. (HSR 28.10)
(b) 100 mm i/d (3698.00 + 10% = 4067.80)
2
-
4067.8
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Providing and fixing Cast Iron Double flanged Swing Check type Reflux (Non retrun) Valve PN-1.6 Marked with IS:5312 including nuts & bolts marked with IS:638. etc. carriage loading unloading, stacking handling, Re-handling etc. complete in all respect (HSR028.10 a)
(b) 100 mm i/d (3362.00 + 10% = 3698.20)
1
-
3698.2
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Supplying, erection testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034 - 1989 (as amended up to date for pumps ) and IS 9283 – 1979 (as amended up to date for motor ) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause – 4 of IS 8034 – 1989 and clause 4.1 of IS 9283 – 1979 (i)530 LPM /98 M Head – for T/Well = 1 No. (20.00 HP) (Rs. 50,000.00)
1
-
50000
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Supplying erection, testing and commissioning of Wall mounted electrical panel board, fabricated from 16 SWG CRCA sheet duly stouted with suitable angle iron frame work and completely powder coated of approximate size 1350x750 mm and 400 mm deep including cost of 5 m long GSL 8 gauge, GI pipe 40 mm dia (medium 240 mm long and having following items
a) Main switch 63 Amp. 1 No. ( L & T Siemens, ABB)
b) Volt meter 100x100 mm range 0 to 500 Volt 1 No. (AE/KAPPAL/L&T)
c) Amp. meter 100x100 range 0 to 100 Volt 1 No. (AE/KAPPAL/L&T)
d) CT 100/3 Nos (AE/KAPPAL/L&T)
e) VSS&ASS 1 No. each of approved make
f) SPP 1 No. of approved make
g) Motor starter, star delta 1 No. (L&T Simens, AAB)
h) Capacity KVAR as per site requirement
i) Including Lamp One set
(Rs. 30,000.00)
1
-
30000
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Supply, erection, testing and commissioning of LT, CT Energy Meter AC Class 0.5 Ratio 15 with LT, CT Ratio ___/ 5 VA 25 Class 20.5 as per UHBVNL specification complete in all respect including meter box as per specification for UHBVNL (Rs. 18000.00)
1
-
18000
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Supply and fixing following CI/D/F specials including cost of jointing materials laying jointing in position as per specification given in schedule No.II. A) Detail of pipe and specials a) CI, D/F bends Reducers tees etc.
(Rs. 80.00)
150
-
80
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Drilling of 609.60 mm dia bore by hydraulic rotary drilling (reverse circulation method)/Percussion rig, according to ISI specification No. 2800-1991 (Part-I) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders upto 125mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back (including cost of lowering of all size of casing pipe while boring and extracting the same against earth frictions etc.) complete to the satisfaction of the Engineer-in-Charge. 1 to 350 meters bore hole (1 X 350)
350
-
1100
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Supplying and lowering 273.10mm outer dia ERW steel pipes as per IS 4270/1992 as amended upto date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 8.00mm thick M.S. plates with required number of M.S. socket 177.80mm with inside thread to match the pipe threads and made out of M.S. plate in to borehole in vertical position including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, gays M.S. clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-charge of the work including cost of all cutting, threading of pipe welding where required and all sockets. The pipes shall be painted with anti corrosive paint and covered tightly with polythene. 1 X 130 meter
115
-
3100
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Supplying and lowering 219.10mm outer dia ERW steel pipes as per IS 4270/1992 as amended upto date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 6.40mm thick M.S. plates with required number of M.S. socket 177.80 mm with inside thread to match the pipe threads and made out of M.S. plate in to borehole in vertical position including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, guys M.S. clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-charge of the work including cost of all cutting, threading of pipe, welding where required and all sockets. The pipes shall be painted with anti corrosive paint and covered tightly with polythene. 1 X 230 Meters
220
-
2000
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Supplying and lowering 200mm i/d stainless screen cage type-V Wire wound screen as per IS code 8110-2000, 4270-1992 & composition of material as per ISI 1012 with latest amendments equivalent thickness 8.0 mm, tensile load 14000 Kg. minimum ring thickness 7.00 mm, slot opening 0.75 mm, open area 20% (Johnson make, super Filtration, star Filtration (wedge slot) ISI marked & approved by the Department complete in all respect as per approved DNIT. 1 X 15 Meters
15
-
8500
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Supplying, fixing and lowering reducing socket as per IS:226/1975 as amended upto date 273.10mm outer dia, into 219.10mm outer dia with 8 threads per inch or 25.40mm, to be made out of M.S. plate with internel threads to be suitable for jointing 273.10mm outer dia pipe and 219.10mm outer dia ERW pipe as per items 2 and 3 above. 1 X 1 No.
1
-
2000
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Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended upto date, including the cost of M.S. screwed sockets etc. complete in all respects to the entire satisfaction of the Engineer-in-charge of the work. 1 X 1 No.
1
-
500
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Providing and Fixing centralizer guides (centralizer) fitted to the well assembly except the housing pipe, at bottom and at a spacing of 12 m centre to entre, to keep the assembly in centre of the bore hole, as per approved design and specifications, confirming to IS 226: 1975. 1 X 20 No.
20
-
200
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Providing clay seal of thickness 4.00 m or above consisiting of balls of local clay of bentonite mud, to be placed in the annular space around the assembly. The clay seal should be provided at a level of minimum 25.00 m above the top most screens, depending on the logging result.
1 X 1 Job
1
-
1000
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Supplying and packing graded gravel of size as per ISI 4097/1988, as amended upto date and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be as directed by the Engineer-in-charge strictly as per relevant ISI.
1 X 92 Cum
85
-
1250
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Supplying and fixing well threaded M.S. cap for 273.10mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date to the satisfaction of the Engineer-in-charge.
1 X 1 No.
1
-
1000
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Supplying as per IS: 226/1975 as amended upto date deodar wooden box made of 20mm thick wood size 60cm x 30 cm x 75cm with lid and locking arrangement etc. for preserving the strata samples received from the bore as and when desired by the Engineer-in-Charge. 1 X 1 No.
1
-
500
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Supplying and fixing 273.10 M.S. clamp as per IS: 226/1975 as amended upto date for supporting the housing pipe supported on two girders not less than 100mm x 150mm, weight not less than 17.00 kg/m, cross section area not less than 21.67 sq. cm, flange thickness 7.00 mm, web thickness 5.40 mm, 2.00 m long (each), embedded in suitable foundation as approved by the Engineer-in-Charge. 1 X 1 No.
1
-
1000
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Development of T/well according to clause 9.3 of IS: 2800-1991 (Part-I) as amended upto date and specifications attached and as directed by the Engineer-in-Charge of the work including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc. as required for this work. A) When developed by compressor of 600 CFM, 250 PSI and suitable rating of 20 hours
1 X 15 Hours
10
-
2500
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B) When development is done with a pump of discharge 1.5 times than the operational discharge.
1 X 10 Hours
10
-
2500
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Electric logging of tubewell 1 X 1 Job
1
-
12500
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Resistivity Survey
1
-
11000
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