Khurja Development Authority Tender
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Khurja Development Authority Tender
Eprocure
Opening Date14 Feb 2019
Closing Date26 Feb 2019
Tender Amount₹ 1,09,63,000
Costs
EMD
₹ 2,20,000Document Cost
Refer DocumentsTender 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
2019_KHDA_308319_1Bid Award Id
ViewTender No
7893 Dt 05-03-2019 TBTender Authority
Khurja Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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12mm thick plaster with cement and approved coarse sand of 2.20 fineness modules mortar 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. – 584 New Item]
870
-
165
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Cement Concrete with 2 cm 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. [S.I. No. - 279 (a)]
36
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6250
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Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with-in 30M. Distance as directed by the E/I. excluding. Cartage of earth up to 5KM Distance. [SI.No.–231(a)+253(a)+261(b)]
3571
-
217.8
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Mechanically compacted to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including roller and its fuel charges. [S.I. No. - 260]
3571
-
22
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Supply and stacking of 45-90 mm size hard stone ballast including loading, unloading cartage and all taxes, complete in all respect as per directed by E/I. (Quarry Haridwar)
147
-
2510
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Supply and stacking of 40-63 mm size hard stone ballast including loading, unloading cartage and all taxes, complete in all respect as per directed by E/I. (Quarry Haridwar)
184
-
2558
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Supply and stacking of 25-50 mm size hard stone ballast including loading, unloading cartage and all taxes, complete in all respect as directed by E/I. (Quarry Haridwar)
171
-
2616
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Bitumen tack coat over painted surface @ 1.00 Kg/m2 including cost of bitumen including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as Per MOT Specification No. 502 and as per direction of E/I. [Analysis Rate]
1583
-
37.3
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Bitumen tack coat over painted surface @ 0.30 Kg/m2 including cost of bitumen including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as Per MOT Specification No. 502 and as per direction of E/I. [Analysis Rate]
1583
-
12.3
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P/L of B.M. on prepared surface with specified graded crushed stone ballast for base binding coarse including loading of aggregates with EE loader and mixing of stone aggregate and 3.30% Bitumen of 80/100 Bitumen in hot mixing plant transporting the material in Tipper and loading in paver finishing the required level and ramming by 10 Ton vibrating roller only to achieve the desired density including supply of all materials, labour, T&P etc all complete. Cleaning of road by air compressor only. [Analysis Rate]
81
-
7829
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P/L of S.D.C by crushed stone aggregate satisfied the graded set out in the MOST specification and 5% bitumen 80/100 grade approved quality mixed with hot mix plant and mechanical, paver finisher including rolling by 8-10 Tones road roller vibrating only to achieve the desired density including supply of all materials, labour, T&P etc all complete. Cleaning of road by air compressor only. [Analysis Rate]
40
-
9550
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Consolidation of hard stone ballast of size 45-90 mm, 40-63 mm. by road roller for 12cm (Loose) thick coat including opening out stacks sorting into sizes, repairing patches in existing road suface making medhi to retain water and ramming and also including carriage of metal upto 30M. & carriage of water 200 M. supply and maintenance of barriers and all tools and all tools and plants etc. required for proper completion of work, [S.I. No. - 755 (a)]
258
-
180
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Brick edging on both side of the road of m-150 bricks 7cm. wide. 11cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I. [S.I. No. - 765 (a)]
353
-
58.5
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Water allowance to be allowed on item 3 between 15th November to 31st May. [S.I. No. - 757 (a)]
502
-
25
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Consolidation of hard stone ballast of size 40-63 & 25-50 mm. by road roller for 10cm (Loose) thick coat including opening out stacks sorting into sizes, repairing patches in existing road suface making medhi to retain water and ramming and also including carriage of metal upto 30M. & carriage of water 200 M. supply and maintenance of barriers and all tools and all tools and plants etc. required for proper completion of work. [S.I. No. - 755 (d)]
244
-
185
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Dismantling of old Interlocking tiles on road. Including stacking of old Interlocking tiles. [S.I. No. - 20.16 (3)]
245
-
20
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Dismantling cement concrete of brick or granolithic floors including base concrete and including stacking of dismantled materials as direction by the Engineer-in-charge within a distance of 60 meter. [S.I. No. - 697]
270
-
45
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Excavation for depth up to 1.5M BGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay & sand) i/c cutting of joints pits, trimming, dressing, leveling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removal of surplus earth or other dismantled materials, up to a distance of 50M from the center of trenches.
-
-
-
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a. Excavation depth. (0.0-1.5) M BGL
1520
-
183.1
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b. Excavation depth. (1.5-3.0) M BGL.
277
-
230.7
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Supply, Carting, Laying & Jointing of NP-2 Class 300 mm dia & specials at the working site of work, lowering the same into trenches true to alignment caulking the joints with rubber ring & jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe also including cost of all jointing materials testing etc. complete. as per direction of E/I. [Analysed Rate]
956
-
703.5
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Making Connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1:2:4 mix, cement plaster on both sides with cement mortar channels for the drain etc. complete for 300 mm dia pipe. as per direction of E/I. [Analysed Rate]
8
-
577
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Construction of manhole size (1.2X1.0X 2.50) M Internal size. Including base concrete of M-15 Mix 1:2:4 of 15cm. thick & P.C.C. 1:6:12 base concrete thickness 30Cm with brick work in 1:4 cement & coarse sand mortar as per drawing R.C.C. Slab of (1.40X1.70 X0.20)m size of M-20 Mix including R/F upto 0.80 qtls in each M.H. and also including foot steps of PVC seated cast iron. Internal walls plastering with 12 cm thick dedo plaster in 1:3 cement & coarse sand mortar and fixing charges of M.H. cover excluding cost of cover, complete in all respect as per direction of E/I. [Analysed Rate]
15
-
42067.15
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Addition same as in item no.-7 but of manhole of regulatory shaft. [Analysed Rate]
15
-
20216.56
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Laying of interlocking tiles of 80 mm thick including leveling and dressing of surface up to required level and slopes filling joints with local sand including cost of labour, T&P etc. complete but excluding cost of material as directed by E/I.
147
-
78
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Supply of 80mm thick precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement] smooth high gloss finish, skid resistant; manufactred from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpa (M-40) and weight 5Kg per No. confirming to IS; 15658-2006 including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. [Analysed Rate]
98
-
759
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Disposal of malva up to 2Km. distance including loading & Unloading as per direction of E/I. [S.I. No. – 231(a)]
38
-
117.7
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Supply carting of laying of P.V.C. 110 mm dia @ 6Kg/sqcm. Pressure.[Analysed Rate]
830
-
286
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Making water connection (LIG Rate).
7
-
570
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Construction of (0.60.X0.60X0.90) size inspection chamber. [Analysed Rate]
39
-
5735
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Add or deduct Construction of regulating of (0.60X0.60X1.00) m. size sewer connection chamber. [Analysed Rate]
11
-
4326
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Providing & Fixing 100 mm dia C.I. Sluice valves (with Cap) complete with bolts, nuts, rubber insertions etc. Class-I (DSR Item-18.31.1.1/2016)
6
-
3184.85
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Providing & Fixing 100 mm dia C.I. double acting air valvs of approved quality with bolts, nuts, rubber, insertions etc. complete. (DSR-18.59.3/2016)
6
-
7114.3
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Supply & Laying of 90 mm thick sewer manhole cover with frame 560 mm dia clear opening size 640 mm dia Circular H.D. 20 at site including loading, unloading carting labour for fixing complete as per direction of E/I.[Analysed Rate]
125
-
1648
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Supply & Laying of 90 mm thick sewer manhole cover only 560 mm dia clear opening size 640 mm dia Circular H.D. 20 at site including loading, unloading carting labour for fixing complete as per direction of E/I. [Analysed Rate]
375
-
1058
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Supply & Laying of 90 mm thick sewer manhole cover Square 450X450 mm clear opening with frame H.D. 20 at site including loading, unloading carting labour for fixing complete as per direction of E/I. [Analysed Rate]
235
-
1678
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R.C.C. work with cement, approved coarse sand and 20mm gauge approved stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3stone grit of 20 mm nominal size ) in Slab & excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc and supply of all materials, labour & T&P etc. required for proper completion of work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [S.l. No. – 284 New Item]
54
-
7700
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M.S. (tor steel of plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks, and authorized overlapping shall be measured. [S.I. No. - 504]
43
-
5600
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Cleaning of sewer line by Sweepers with safety measures complete as per direction of E/I. [Analysed Rate]
600
-
300
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