Repairs To Fencing , Foot Path , Hardstanding , Culverts And Retaining Walls In Zone A And Zone B Area At Kalimpong Under Ge 867 Ews

Tender Notice

27935208
Corrigendum : Repairs To Fencing , Foot Path , Hardstanding , Culverts And Retaining Walls In Zone A And Zone B Area At Kalimpong Under Ge 867 Ews
Indian
West Bengal
08-06-2021
15-06-2021
16-06-2021

Tender Details

Repairs To Fencing , Foot Path , Hardstanding , Culverts And Retaining Walls In Zone A And Zone B Area At Kalimpong Under Ge 867 Ews

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Jun-2021 Amendment No. 1 Other 08-06-2021
2 06-Jun-2021 Amendment No. 1 Other 08-06-2021
3 08-Jun-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 15-06-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 50000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: REPAIRS TO FENCING, FOOT PATH, HARDSTANDING, CULVERTS AND RETAINING WALLS IN ZONE A AND ZONE B AREA AT KALIMPONG UNDER GE 867 EWS
Sl. No. Item Description Item Code / Make Approx No of Units Reqd UNIT
1 1 Dismantling RCC fencing posts embedded in concrete, any section, including taking out embedded portion and making good disturbed surfaces complete all as specified and directed by Engineer - in -Charge. 857 RUNNING METRE
2 2 Excavation in post holes (for similar holes) each n.exc 0.5cum, getting out, in hard/dense soil and removing surplus soil to a distance n.exc 50m and making good surface complete all as directed by Engineer - in -Charge. 268 EACH
3 3 M&L for plain cement concrete 1:3:6 mix, type C2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. 11 CUBIC METRE
4 4 S&F Fe-290 Gde E-165 mild steel angle or other sections as in posts and struts in fencing etc., and similar work including cutting tops to shape as directed,drilling holes, notching for wire, including all necessary drilling holes for bolting or riveting, etc., complete all as specified and directed by Engineer-in-charge. 5731 KILOGRAM
5 5 S&F MS galvanised chain link fencing fixed to any type of standards, rails, posts, straining bolts etc., including provision of binding wire including dismantling of old fencing wire mesh any type complete all as specified and directed by Engineer-in-charge. 5760 KILOGRAM
6 6 S&F mild steel machine made screw bolts exceeding 5cm and not exceeding 10cm long, 5 to 10 mm (diameter of neck) with hexagonal or square heads at one end and screwed the other, screwed end fitted with washers and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge. 72 KILOGRAM
7 7 S&F Mild steel bar round bars 6 to 8 mm dia in fencing, cut to length, bent to shape required including cranking, bending, hooking ends and binding etc. conforming to grade I, IS-432 (Part I) all as specified and directed. 1481 KILOGRAM
8 8 S&F for galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm to 100mm spacing and straining and fixing to any type of standard rails straining bolts, incl securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc., including dismantling old rusted barbed wire any type all as specified and directed. 24 ONE HUNDRED RUNNING METRES
9 9 M&L for preparation of new or previously untreated surfaces of steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer all as specified and directed by Engineer-in-Charge. 195 SQUARE METRE
10 10 M&L for preparation of new or previously untreated surfaces of steel and iron surfaces of any description, not otherwise described, not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer all as specified and directed by Engineer-in-Charge.\nMake for Item No. 9&10: ASIAN/ SHALIMAR/ BERGER/ JENSON & NICHOLSON/ IEL/ NEROLAC 29 TEN RUNNING METRES
11 11 M&L for factory made precast cement block masonry with solid blocks made of Plain cement concrete 1:3:6 mix type C1 (using 20 mm graded stone aggregate) exceeding 10cm width and setting in cement mortar 1:6 including demolition of existing concrete block masonry complete all as specified and directed by Engineer-in-charge.\nMake : Shankar Saw Mills/Sangam Prefeb Products or equivalent make as approved by GE. 15 CUBIC METRE
12 12 M&L for rendering 15 mm thick on brick work or concrete surfaces in cement mortar 1:4, surface finished fair and even all as specified and directed by Engineer-in-charge. 300 SQUARE METRE
13 13 M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.\nMake: LOVELYCEM/ SURYACEM/ JANATHACEM / LUCKYCEM or equivalent make as approved by GE.\n 300 SQUARE METRE
14 14 M & L Plain cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles, finishing of exposed surfaces of concrete to fair and even complete all as specified and directed by Engineer-in-Charge. 4 CUBIC METRE
15 15 Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, laying of pipe, cable etc., or for shafts, wells, cesspits, manholes, pier holes, etc., not exceeding 10 sqm on plan and getting out in hard/dense soil all as specified and directed by Engineer-in-charge. 20 CUBIC METRE
16 16 M&L for Plain cement concrete 1:4:8 mix type D2 (using 40 mm graded stone aggregate) in foundations, filling and mass-concrete etc., all as specified and directed by Engineer-in-Charge. 8 CUBIC METRE
17 17 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge. 5 CUBIC METRE
18 18 Removing surplus excavated soil to a distance not exceeing 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge. 15 CUBIC METRE
19 19 M&L for 100 mm thick Plain Cement Concrete 1:4:8, type D2 (using 40mm graded stone aggregate) as in sub base and finishing even and rough to receive toping layer including demolition of existing concrete and removing rubbish off the premises complete all as specified and directed by Engineer-in-charge. 75 SQUARE METRE
20 20 M&L for 75 mm thick Plain Cement Concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in sub base and finishing even and rough to receive toping layer including demolition of existing concrete and removing rubbish off the premises complete all as specified and directed by Engineer-in-charge. 75 SQUARE METRE
21 21 M&L for 50 mm thick Plain Cement Concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in sub base and finishing even and rough to receive toping layer including demolition of existing concrete and removing rubbish off the premises complete all as specified and directed by Engineer-in-charge. 100 SQUARE METRE
22 22 M&L for cement concrete polished chequered tiles 300 x300x 25 mm thick with mixer of white and grey cement in equal proportions and no pigment, set and jointed in neat cement slurry and pointed in coloured cement to match the surfaces as in floors over and including 15 mm thick screed bed in cement mortar 1:4 including demolition of existing tiles and removing rubbish off the premises complete all as specified and directed. \nMake: NITCO/ULTRA/EUROCON/DECO/BHARAT or equivalent as approved by GE. 180 SQUARE METRE
23 23 Taking down cement plaster on brick or stone masonry surfaces of walls etc., including raking out joints, hacking for key, scrubbing down with water etc., and removing rubbish off the premises complete all as specified and directed by Engr-in-charge. 20 SQUARE METRE
24 24 M&L for mild steel deformed TMT bars 10mm dia and above, as in reinforcement cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as directed by Engr-in-charge. 105 KILOGRAM
25 25 M&L for mild steel deformed TMT bars 8mm dia and upto 10mm dia, as in stirrups & spacers, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as directed by Engr-in-charge. 70 KILOGRAM
26 26 M&L for reinforced cement concrete 1:2:4 mix, type B1 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels, bands etc., complete all as specified and directed by Engineer-in-Charge.\nNote: Reinforcement and formwork shall be measured and paid seperately. 3 CUBIC METRE
27 27 Use and removal of steel formwork to sides and soffits of lintels, bands etc., for rough finished surfaces of concrete flat all as specified and directed by Engineer-in-Charge. 10 SQUARE METRE
28 28 S&F in repairs 75mm dia PVC(SWR) pipe(4.50 KGF) for weep holes complete all as specified and directed by Engineer-in-Charge.\nMake: PRINCE/ SUDHAKAR/ NANDI/ FINOLEX/ SWASTIK 10 RUNNING METRE
29 29 M&L for raised pointing to random rubble masonry uncoursed in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge. 5 TEN SQUARE METRES
30 30 M&L for Hand packing (any thickness) 80 to 150mm gauge Broken stone or boulders at back of walls complete all as specified and directed by Engineer-in-Charge. 3 CUBIC METRE
31 31 M & L for 300mm bore reinforced concrete pipes, class NP2, laid in trenches with cement joints complete with collars including demolition/ breaking of old pipe complete all as directed by Engr-in-charge.\nNote: Excavation and earth work shall be measured and paid separately.\n 9 RUNNING METRE
32 32 Sub Total of Schedule 'A'
33 33 Schedule of Credit (Minus) Rs. 75,825.00 B/F from Ser page No. 25 \nNOTE: Bidder shall insert credit amount as rate Rs. 75,825.00 in Green field under Col-M. If bidder does not insert the amount the same will be deducted from total amount of Schedule 'A' and accordingly total amount of tender will be considered in deciding the lowest tender. 1 EACH
34 34 Sub Total of Schedule of Credit
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