Construction Of Security Wall Length 1165 Rm With Anchoring Security Hut Gate And Gate Pillar At 220/132/33Kv Substation Deoband Distt Saharanpur
Tender Value
1.94 Crore
Estimated cost
Bid Submission
07 Sep 2020
0 days left
EMD
4 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DEOBAND → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Security Wall Length 1165 Rm With Anchoring Security Hut Gate And Gate Pillar At 220/132/33Kv Substation Deoband Distt Saharanpur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Aug-2020 | 35/ECTC/MBD/2020-21 | Date | 07-Sep-2020 |
BOQ
| Name of Work: Construction of Security Wall length 1165 RM with Anchoring, Security Hut, Gate & Gate Pillar at 220/132/33 KV S/S Deoband District Saharanpur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 Metre and lead upto 30 metre and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches or in to the plinth and removal & disposal of surplus earth as directes by the Engineer- in- charge up to a distance of 30m from the foundation trenches. CSI No. 4.01 | BI01010001010000000000000515BI0100001113 | 1521 | Cum |
| 2 | 2 | Cartage of Ballast, Kankar, Coal, Grit, sand or earth etc. including loading and unloading but excluding stacking. (CS.I. No. 3.01)(b) For Kaccha road.upto 1st KM | BI01010001010000000000000515BI0100001114 | 200 | Cum |
| 3 | 3 | LLocal Fine sand of 1.25 F.M. filling in plinth including supply of necessary quantity of sand from a river/canal nearest to the site of work including watering, ramming and dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. CSI No. 4.08 | BI01010001010000000000000515BI0100001115 | 9 | Cum |
| 4 | 4 | Clearing Jungle including uprooting of rank vegetations, grass, bush wood, trees and saplings of girth upto 20 cm measured at a height of one meter above ground level and removal of rubbish upto a distance of 50 meters outside the periphery of area cleared.CSI No.4.09 | BI01010001010000000000000515BI0100001116 | 2500 | Sqm |
| 5 | 5 | Earth filling in open area including cost of the earth when obtained from outside Corporation's area including its carriage ,loading/unloading,spreading, watering and ramming in 20cm layers and dressing of earth etc. Rate including all cost of material but excluding ROYALTY of Earth, Complete. Royalty will be paid extra to Contractor as per prevailing orders on Production of Proof of Payment in form of Challan Receipt of ibid work.CSI No.4.11 | BI01010001010000000000000515BI0100001117 | 5 | Cum |
| 6 | 6 | Concrete with 4cm gauge down graded Stone ballast , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work.CSI No.5.01 | BI01010001010000000000000515BI0100001118 | 100 | Cum |
| 7 | 7 | Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of work. CSI No.5.04\n | BI01010001010000000000000515BI0100001119 | 2 | Cum |
| 8 | 8 | Precast cement concrete door sills, Chaukhats, boundary posts, shelves and similar small work with cement, approved coarse sand and 20mm gauge down graded stone ballast in proportion of 1:1.5:3. excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. binding wire including the cost of binding wire, moulds and all other materials, labour and T&P etc. required for proper completion of the work. CSI No.5.06 | BI01010001010000000000000515BI0100001120 | 2 | Cum |
| 9 | 9 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in the lintels or bends and sun shade of doors and windows excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. CSI No.5.08 | BI01010001010000000000000515BI0100001120 | 100 | Cum |
| 10 | 10 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3. For slab excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. CSI No.5.10 | BI01010001010000000000000515BI0100001120 | 3 | Cum |
| 11 | 11 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3. in R.C.C. Raft foundation and footing. excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. CSI No.5.14 | BI01010001010000000000000515BI0100001120 | 200 | Cum |
| 12 | 12 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3. in T-beam, columns and walls upto 1.50mt. Ht. (Only web of T or L beam shall be measured.) excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (Column means length/height of column should be greater than or equal to 3 times the least lateral dimension of column.) CSI No.5.16 | BI01010001010000000000000515BI0100001120 | 215 | Cum |
| 13 | 13 | 1st class brick (not less than class 150) work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work.CSI No.6.01 | BI01010001010000000000000515BI0100001120 | 635 | Cum |
| 14 | 14 | 1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in super structure including necessary cutting and moulding of brick as required and also including honey comb brick work for 230 mm thick wall including supply of all material, labour and T&P etc. required for proper completion of work.CSI No.6.01+6.06 | BI01010001010000000000000515BI0100001120 | 385 | Cum |
| 15 | 15 | 1st class brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in super structure including necessary cutting and moulding of brick as required and also including honey comb brick work for 115 mm thick wall including supply of all material, labour and T&P etc. required for proper completion of work.CSI No.6.02+6.07 | BI01010001010000000000000515BI0100001120 | 1 | Cum |
| 16 | 16 | 25mm.thick Damp proof course with cement concrete consisting of 1 part cement, 1.½ parts approved coarse sand and 3 parts approved 13mm (1/2”) down graded stone grit and including water proofing material (Preferably RECRON 3Sor Dr.Fixit) as directed by the Engineer-in-charge mixed in proportion as specified by the manufacturer.DPC will be laid after providing plaster on brick work on both side and polythene (0.12kg/sqm ) will be laid below DPC ..CSI 7.01 | BI01010001010000000000000515BI0100001120 | 270 | Sqm |
| 17 | 17 | 25mm. thick cement concrete Coping in 1:2:4 cement, coarse sand and 12mm down graded stone grit in shape & smooth finish top as directed by the Engineer-in-charge including cost of all material, labour and T&P required for proper completion of work.CSI No.7.03 | BI01010001010000000000000515BI0100001121 | 366.5 | Sqm |
| 18 | 18 | Supply and fixing Stainless.Steel. mosquito proof heavy quality iron wire mesh of 15x28 G over windows and including supply of UP teak wood battens (40x15) mm size and including supply and fixing of necessary screws all materials, labour and T&P etc. required for proper completion of the work.CSI No.8.15 | BI01010001010000000000000515BI0100001122 | 8 | Sqm |
| 19 | 19 | Supply and fixing of chromium polished iron fitting with screws for doors and windows etc.CSI No.8.17 (b)L-Drop 16 mm dia 10\" long | BI01010001010000000000000515BI0100001122 | 2 | Each |
| 20 | 20 | (e) Tower bolt 8\" long | BI01010001010000000000000515BI0100001122 | 2 | Each |
| 21 | 21 | (f) Tower bolt 6\" long | BI01010001010000000000000515BI0100001122 | 6 | Each |
| 22 | 22 | (h) Handle 4\" long | BI01010001010000000000000515BI0100001122 | 4 | Each |
| 23 | 23 | (j) M.S Hinges 4\" long | BI01010001010000000000000515BI0100001122 | 6 | Each |
| 24 | 24 | (k) M.S Hinges 3\" long | BI01010001010000000000000515BI0100001122 | 6 | Each |
| 25 | 25 | Mild steel or iron work in heavy small section like (J/U) hooks, holding down bolts, hold fast, tie rod, record recks, door/window frame, trench recks & edges, angle post etc. (when not included in overall rates) wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work. CSI No. 9.01 | BI01010001010000000000000515BI0100001122 | 3 | M.T. |
| 26 | 26 | Mild steel or iron work in heavy large size sections such as trusses, built-up gates, roof work, window/ boundry grill or railing, trench covers, grating, T/F rail etc. wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work. CSI No. 9.02 | BI01010001010000000000000515BI0100001122 | 1.5 | M.T. |
| 27 | 27 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks, and authorized overlapping as required for proper completion of the work. CSI No. 9.04 | BI01010001010000000000000515BI0100001122 | 55.25 | M.T. |
| 28 | 28 | Providing and Fixing Concertina coil fencing with required dia 600 mm up to 3m height of wall existing angle iron `Y' shaped placed 2.4 m or 3.00 m apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary boltts or G.I barbed wire tied to angle iron all complete (No. of Rounds will be 7 to 8 in one meter length) as per direction of Engineer-in charge with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/s.q.mm. with tape (0.52 mm thick) of supreme make or equivalent and weight 43.478gm/meter (cost of M.S. angle, C.C. blocks shall be paid separately) (CPWD S. I. No. 16.53) CSI No. 9.23 | BI01010001010000000000000515BI0100001122 | 1165 | RM. |
| 29 | 29 | 12mm thick plaster with cement mortar of 1 part cement & 4 parts of approved coarse sand 2.5 F.M. over Brick work, min. thickness not less than 10mm including supply all material, labour and T&P required for proper completion of work. CSI No. 11.05 | BI01010001010000000000000515BI0100001122 | 6000 | Sqm. |
| 30 | 30 | Add for extra labour and materials for plaster over rough face of one brick thick wall. CSI No. 11.09 | BI01010001010000000000000515BI0100001122 | 2000 | Sqm. |
| 31 | 31 | Engraving groove 12X12mm in the plaster of the outer face wall vertically or horizontally or inclined to display the surface good as directed by the Engineer-in-charge including labour and tools & plants etc. required for proper completion of work. CSI No. 11.11 | BI01010001010000000000000515BI0100001122 | 9300 | RM |
| 32 | 32 | Making drip course (25x12) mm in 1:3 cement and Coarse sand mortar inclduing cost of all material labour and T&P etc. required for proper completion of the work. CSI No. 11.14 | BI01010001010000000000000515BI0100001122 | 40 | RM |
| 33 | 33 | 40 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and 20mm graded stone aggregate laid in panels finished with 3mm floating coat of neat cement, over base concrete. Rate includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete. CSI No. 12.02 | BI01010001010000000000000515BI0100001122 | 12 | Sqm |
| 34 | 34 | Providing and fixing glass strip of 3.15 mm (1/8”) thick and 3.5cm. deep in joints of floor at the time of laying floors flush with floor level including supply of all materials, labour and T&P etc. required for proper completion of the work. CSI No. 12.09 | BI01010001010000000000000515BI0100001122 | 30 | RM |
| 35 | 35 | Painting or varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mixed paint or clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. CSI No. 13.01 | BI01010001010000000000000515BI0100001122 | 150 | Sqm |
| 36 | 36 | Painting or varnishing on iron works in small areas or wood work with every coat after Ist coat of approved superior quality ready mixed paint or clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. CSI No. 13.02 | BI01010001010000000000000515BI0100001122 | 150 | Sqm |
| 37 | 37 | Applying BIRLA PUTTY or equivalent putty on new interior or exterior surface over one coat of water base cement primer of ICI or equivalent brand for smoothning and leveling of the surface as per requirement and direction of E/I, including cost of all material,labour and T&P required for proper completion of work. CSI No. 13.04 | BI01010001010000000000000515BI0100001122 | 200 | sqm |
| 38 | 38 | Finishing walls with water proof exterior emulsion paint of APEX ULTIMA (ASIAN)/Weather Shield Max (ICI) or equivalent brand on already well prepared new wall surfaces over one coat of under coat primer (ICI) followed by One coat at Apex/Weather shield Max emulsion paint to give an even shade including thorough washing with water as per direction E/I including cost of all material labour & T&P required for proper completion of work. CSI No. 13.06 | BI01010001010000000000000515BI0100001122 | 7300 | Sqm |
| 39 | 39 | Finishing walls with water proof exterior emulsion paint of APEX ULTIMA (ASIAN)/Weather Shield Max (ICI) or equivalent brand for Every Coat paint to give an even shade including thorough washing with water as per direction E/I including cost of all material labour & T&P required for proper completion of work. CSI No. 13.07 | BI01010001010000000000000515BI0100001122 | 7300 | Sqm |
| 40 | 40 | Supply and fixing of 3.5 cm thick Shisham wood fully glazed doors and windows shutter. (CSI No.8.08) | BI01010001010000000000000515BI0100001122 | 2.16 | Sqm |
| 41 | 41 | One priming coat & one coat synthetic/acrelic distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. CSI No. 13.09 | BI01010001010000000000000515BI0100001122 | 100 | Sqm |
| 42 | 42 | As in item no. 13.09 above but for every coat after the first coat. CSI No. 13.10 | BI01010001010000000000000515BI0100001122 | 100 | Sqm |
| 43 | 43 | Brick soling with first class bricks laid flat (CSI No 17.03) | BI01010001010000000000000515BI0100001122 | 7.2 | Sqm |
| 44 | 44 | Boring hole 3.5 m. deep below the cut-off level in sandy or clayey soil including clearing of the bore upto cutoff level, all loose materials and disposing the excavated earth as directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work.(20.01) (a) For 300 mm dia. Piles | BI01010001010000000000000515BI0100001122 | 172 | Each |
| 45 | 45 | (b) For 400 mm dia piles. | BI01010001010000000000000515BI0100001122 | 40 | Each |
| 46 | 46 | Cutting the bore hole for providing under ream of 2.5 times the dia of pile up to 3.5 metre. below the cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work.(csi 20.02)(a) For 300 mm dia. piles | BI01010001010000000000000515BI0100001122 | 344 | Each |
| 47 | 47 | (b) For 400 mm dia piles. | BI01010001010000000000000515BI0100001122 | 80 | Each |
| 48 | 48 | Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcement as directed including cost of all material, labour and T&P etc. as may be required for proper completion of the work. Csi 20.07 (a) For 300mm dia piles | BI01010001010000000000000515BI0100001122 | 172 | Each |
| 49 | 49 | (b) For 400 mm dia piles | BI01010001010000000000000515BI0100001122 | 80 | Each |
| 50 | 50 | Supply and fabrication of M.S. Tor reinforcement cages for piles including cutting, bending, welding if required as per design and placing of the cage in the pile bore including cost of all materials, labour and T&P etc. as may be required for proper completion of the work including all incidental wastage.(20.06) | BI01010001010000000000000515BI0100001122 | 4 | M.T. |
| 51 | 51 | R.C.C. work with cement, approved coarse sand, and 2 cm. Gauge approved stone ballast in 1:2:4 proportion for concreting in pile cap including cost of all materials, labour and T&P etc. required for proper completion of the work. Measurements of work will be done according to design diameter and depth of the pile up to cut off level under reamed concrete shall be measured as per IS 2911 part 2. CSI NO 20.14A | BI01010001010000000000000515BI0100001122 | 100 | Cum |
| 52 | 52 | R.C.C. work with cement, approved coarse sand, and 2 cm. Gauge approved stone ballast in 1:1.5:3proportion for concreting in pile cap including cost of all materials, labour and T&P etc. required for proper completion of the work. Measurements of work will be done according to design diameter and depth of the pile up to cut off level under reamed concrete shall be measured as per IS 2911 part 2. csi no 20.15 | BI01010001010000000000000515BI0100001122 | 78.5 | cum |
| 53 | 53 | Supply and fixing of single leaf flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers including cost of all materials labour, & T&P etc. required for the proper completion of the work.(CSI No.8.24) (a) 32 mm thick | BI01010001010000000000000515BI0100001122 | 2.05 | Sqm |
| 54 | 54 | S/F of 6/10/16/20/25/32 Amp. MCB of approved make and as per sample approved by E/I (10KA) (CSI No.21.18) | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 55 | 55 | S/F surface/flush mounting 4 ways SPN distribution board without MCB complete in all respect as per direction of E/I.(21.19) | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 56 | 56 | S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated from 16 SWG M.S. sheet incorporating 10mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the RCC roof before concreting along with supply of all materials labour and T&P etc. required for proper completion of work.(CSI No.21.22) | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 57 | 57 | Wiring point for light with 1.5 sq. mm. FR PVC insulated multistrand single copper conductor cable in PVC conduit pipe concealed in the wall, 14 SWG copper PVC coated Earth continuity wire, and approved quality, piano type switch ceiling rose/angle/batten holder as per approved sample on 3mm thick phenolic laminated bakelite sheet etc. of matching shade with wall colour complete in all respect CSI No. 131 C | BI01010001010000000000000515BI0100001122 | 2 | Each |
| 58 | 58 | Wiring point for fan/fresh air fan (light duty exhaust fan) 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable PVC conduit pipe concealed in the wall, 14 SWG copper earth continuity wire and approved quality, piano type switch & ceiling rose as per approved sample on 3mm thick phenolic laminated backelite sheet etc. of matching shade with wall colour complete in all respects as per direction of E/I. CSI No. 133 C | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 59 | 59 | Supply and laying of 25m heavy duty- PVC conduit pipe (2mm thick) complete with bends and other accessories as required and 14 SWG fish steel wire etc. in slab along with binding with reinforcement before concreting and plastering complete in all respect. CSI No. 149 A | BI01010001010000000000000515BI0100001122 | 40 | RM |
| 60 | 60 | Supply and fixing of power plug with 15A/240V V flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mmx 100mmx50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. CSI No. 1139 | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 61 | 61 | Grouting (in C.C. 1:2:4) M.S. angle iron posts and stays in proper alignment and plumb complete with all labour and T&P etc. required for proper completion of the work. (excluding cost of C.C. 1:2:4 Angle iron post and stay) CSI No. 22.106 | BI01010001010000000000000515BI0100001122 | 430 | Each |
| 62 | 62 | P/F pressed clay tiles/ridge terracotta tile/Mangalore of 20mm nominal thickness and it approved size and per approved design on sloppy roof of chajja with 20mm base of cement mortar in 1:2 complete with material, labour, T&P required for proper completion of the work. CSI No. 10.12 | BI01010001010000000000000515BI0100001122 | 16 | Sqm |
| 63 | 63 | Providing and fixing 110 mm dia PVC Pipe of 6Kg. Per sq.cm.pressure with specials for rain water in Buildings as per dir. Of E/I complete. CSI No. 24.51 | BI01010001010000000000000515BI0100001122 | 5 | RM |
AI Tender Summary
Tender Timeline
Aug 28, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 07, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 08, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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