Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.4 LAdmitted-Finance SS4 91 RUCHI KHAND 1ST SHARDA NAGER LUCKNOW SHARDA NAGAR DILKUSHA LUCKNOW LUCKNOW UTTAR PRADESH 226002 | LUCKNOW | UTTAR PRADESH | 226002 | L1 | Admitted-Finance | |
| 2 | L2₹83.6 L+₹1.2 L (1.43%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹89.4 L+₹7.0 L (8.55%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹94.1 L+₹11.8 L (14.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.0 Cr+₹18.9 L (22.9%)Admitted-Finance FLAT NO 1118 MANGALAM AADHAR APARTMENT MAUJA BAIPUR MUSTAKEL SIKANDRA AGRA UTTAR PRADESH 282007 | AGRA | AGRA | UTTAR PRADESH | 282007 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DEEPAK PALIWAL L5 | kunal and company L3 | SURENDRA KUMAR JAISWAL L4 | Technical Infrastructures L6 | Vindhyavasini constructions & suppliers L1 | M/S P V ASSOCIATES AND COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. . (CSI No. 4.01) | 800 | Cum | 155 ₹1,24,000 | 132 ₹1,05,600 | 100 ₹80,000 Lowest | 150 ₹1,20,000 | 120 ₹96,000 | 108 ₹86,400 |
| 2.00 | Earth filling in Bulk in open areas including cost of the earth when obtained from outside Corporation's area including its carriage, loading/unloading, spreading, watering and ramming in 20 cm layers and dressing of earth etc. Rates including cost of earth, labour, T&P and ROYALITY of earth etc. required for proper completion of the work.(CSI No. 4.11) | 125 | Cum | 300 ₹37,500 | 300 ₹37,500 | 300 ₹37,500 | 350 ₹43,750 | 150 ₹18,750 Lowest | 238 ₹29,750 |
| 3.00 | 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) | 120 | Cum | 4,090 ₹4,90,800 | 3,800 ₹4,56,000 | 3,500 ₹4,20,000 | 5,000 ₹6,00,000 | 4,200 ₹5,04,000 | 3,256 ₹3,90,720 Lowest |
| 4.00 | 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) | 5 | Cum | 5,500 ₹27,500 | 6,000 ₹30,000 | 5,600 ₹28,000 | 6,500 ₹32,500 | 5,650 ₹28,250 | 4,417 ₹22,085 Lowest |
| 5.00 | 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) | 25 | Cum | 7,550 ₹1,88,750 | 7,000 ₹1,75,000 | 7,200 ₹1,80,000 | 8,500 ₹2,12,500 | 5,850 ₹1,46,250 | 5,808 ₹1,45,200 Lowest |
| 6.00 | 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 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) | 3 | Cum | 8,800 ₹26,400 | 8,000 ₹24,000 | 7,100 ₹21,300 | 9,000 ₹27,000 | 6,150 ₹18,450 Lowest | 6,442 ₹19,326 |
| 7.00 | 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 excluding T-beam, columns and walls upto 1.50mt. Ht. ( Only web of T or L beam shall be measured.) 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. 5.16) | 255 | Cum | 9,000 ₹22,95,000 | 8,000 ₹20,40,000 | 7,500 ₹19,12,500 | 10,400 ₹26,52,000 | 6,050 ₹15,42,750 Lowest | 7,467 ₹19,04,085 |
| 8.00 | 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 raft 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) | 190 | cum | 6,900 ₹13,11,000 | 6,000 ₹11,40,000 | 7,500 ₹14,25,000 | 6,800 ₹12,92,000 | 5,750 ₹10,92,500 | 4,884 ₹9,27,960 Lowest |
| 9.00 | 1st class brick 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) | 25 | Cum | 4,400 ₹1,10,000 | 4,000 ₹1,00,000 | 3,800 ₹95,000 | 4,500 ₹1,12,500 | 5,000 ₹1,25,000 | 3,169 ₹79,225 Lowest |
| 10.00 | 1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in super structure including supply of all material, labour and T&P etc. required for proper completion of work. Add for extra labour in item no. 6.01 to 6.03 as above but for wall of one, brick (230mm) thick structure. (CSI No. 6.01+6.06) | 215 | Cum | 4,800 ₹10,32,000 | 4,200 ₹9,03,000 | 4,130 ₹8,87,950 | 5,000 ₹10,75,000 | 4,600 ₹9,89,000 | 3,501 ₹7,52,715 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
1 Nov 2021, 12:00 pmClosed
SE ECTC Agra
Office of the SE ECTC Agra
Construction of Security Wall, Maingate, Guard Hut, Approach Road and Culvert at 132 KV SS Fariha (Firozabad)
2021_UPCTL_628686_2
Short Term TS NO-20/2021-22
Open Tender
Civil Works
Item Rate
180 days
Fariha (Firozabad)
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
EE ECTD AGRA
₹2.4 L
16 Nov 2021
22 Oct 2021
2 Nov 2021
22 Oct 2021
1 Nov 2021
22 Oct 2021
Amount
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. . (CSI No. 4.01)
Earth filling in Bulk in open areas including cost of the earth when obtained from outside Corporation's area including its carriage, loading/unloading, spreading, watering and ramming in 20 cm layers and dressing of earth etc. Rates including cost of earth, labour, T&P and ROYALITY of earth etc. required for proper completion of the work.(CSI No. 4.11)
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)
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)
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)
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 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)
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 excluding T-beam, columns and walls upto 1.50mt. Ht. ( Only web of T or L beam shall be measured.) 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. 5.16)
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 raft 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)
1st class brick 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)
1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in super structure including supply of all material, labour and T&P etc. required for proper completion of work. Add for extra labour in item no. 6.01 to 6.03 as above but for wall of one, brick (230mm) thick structure. (CSI No. 6.01+6.06)
Supply and fixing single leaf, hot pressed, phenol Formaldehyde resin bonded, boiling water resistant, commercial quality "Sitapur ply wood" or other ISI Marked Factory made flush door shutters conforming to IS: 2202 Part-1 ( 1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs and/or other fittings approved by Engineer-in-charge but excluding their ( fittings) supply but including painting two coats of black Japan on iron fittings if necessary.(b)32 mm thick (CSI No. 8.24)b
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)
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)
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)
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 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 9.22)
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)
Add extra to all plaster items if rough cast finish to plaster carriedout (CSI No 11.09)
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)
2cm (3/4”) thick cement plaster in dado or skirting in 1:2 mix, consisting of one part of cement and two parts of approved coarse sand laid in panels finished with 3mm (1/8”) floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No 11.10)
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).
S/F 6 or 8 mm thick glazed/matt finish tiles Somani, Johnson or equivalent approved quality and size upto 400x400 in floor, skirting or dado laid with 1:3 cement and coarse sand mortar and joints finished with white cement including polishing etc. complete including supply of all materials, labour and T&P etc. required for proper completion of work.(CSI No 12.07)
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)
Painting or varnishing on iron works in small areas of new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mixed paint of 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)
Same as in item 13.01 above but for every coat after Ist coat. (CSI No 13.02)
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)
Same as above item no.13.06 but for every additional coat of water proof exterior emulsion of approved brand complete. (CSI No 13.07)
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)
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)
Providing and Laying polythene sheet of Approved Quality in Single layer of Wt. 0.120 Kg/Sqm with 100 mm over lapping along roof slope as per direction of E/I complete. (CSI No. 10.08)
Preparation of sub grade / sub base in proper shape and camber in required width by rolling with road roller in layer of 20 cm. and compaction the same to the optimum moisture content complete for laying brick soling including cost of labour and T&P etc. required for proper completion of work but excluding cost of earth work which shall be paid separately. (CSI No. 17.01)
Brick soling with first class brick laid with brick on edge. including preparation of sub grade to prescribed camber and including supply of birck filling joints with fine sand by spreading and blinding over entire surface of brick soling as per direction of E/I including cost of material, labour and T&P etc. required for proper completion of work. (CSI No. 17.03)
Laying cement concrete road slab upto 20cm thick consisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20 mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I including cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 17.04)
Filling joints 20mm thick 100mm deep in the road slab with 80/100 grade bitumen including heating bitumen at required temp.and mixed with coarse sand and saw dust including filling and compacting in the joint complete. (CSI No. 17.09)
Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (b) c- 300 mm dia RCC pipe (CSI No. 17.17 b)
Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work.( d)- 600 mm dia RCC pipe (CSI No. 17.17 d)
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. - With material conforming to Grade-I (size range 75mm to 0.075mm) having CBR Value-30.(DSR 16.78.1) (CSI No. 17.30)
As in item no. 13.09 above but for every coat after the first coat. (CSI No 13.10)
Wiring point for light with 1.5 sq mm FR PVC insulated multistrand 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 14 SWG copper Earth continuity wire , modular switch and ceiling rose/angle/batten holder on 3 mm thick phenolic laminated bakelite sheet etc. of matching shade with wall colour complete in all respect. (PWD ITEM NO-138C+187A)
Wiring point for plug with 1.5 sq mm FR PVC insulated multistrand 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 14 SWG copper Earth continuity wire , piano type modular switch and ceiling rose/angle/batten holder on 3 mm thick phenolic laminated bakelite sheet etc. of matching shade with wall colour and earth wire drawn inside the conduit. complete in all respect. (PWD ITEM NO-141C+187C)
Wiring point for fan/fresh air fan(light duty exhaust fan) with 1.5 sq mm FR PVC insulated multistrand 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 14 SWG copper Earth continuity wire , piano type modular switch and ceiling rose/angle/batten holder on 3 mm thick phenolic laminated bakelite sheet etc. of matching shade with wall colour and earth wire drawn inside the conduit. complete in all respect. (PWD ITEM NO-140C)
S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated 16 SWG MS sheet incorporation 10mm dia MS 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 material labour T&P etc. required for proper completion of work. (PWD ITEM NO.1149)
Providing and fixing of Ist quality white glazed earthen ware wash hand basin ISI marked size 550mm x 400mm (Hindware or equivalent make) with R.S. or C.I. brackets, C.P. Brass pillar cock 15mm dia (weight not less than 400 gms) ISI marked, 32mm dia C.P. brass chain with rubber plug, 32mm dia C.P. Brass waste standard pattern with check nut, P.V.C. connection 15 mm dia including cutting and making good the walls and floor including cost of all required materials, labour and T& P etc. required for proper completion of work ( Fittings to be used should be of superior quality as per approved sample ).(CSI No 25.07)
Providing and fixing of first quality Orissa pattern white glazed earthen ware ISI marked W.C. pan size 580mm as per approved sample (Hindware required design No. 20042 or equivalent make) with 100 mm size white glazed ‘P’ or ‘S’ trap including 10 litres capacity low level PVC flushing cistern as per approved sample with all accessories, 32 mm dia C.P.flush pipe with union including cutting and making good the walls and floors.The seat and trap shall have to be fixed over minimum 75 mm thick C.C. in proportion of 1:6:12 including supply of all materials, labour, T&P etc. required for proper completion of the work(CSI No 25.02)
Providing and fixing 15mm dia B-class (T.T./ Swastik make) ISI marked G.I. Pipe complete with G.I. specials as bends, tee, socket cross, clamps, etc. Earth work including filling the trenches etc. required for proper completion of the work. The rate also includes concealed G.I. fitting where required, cutting and making good the walls etc. including cost of all materials, labour T&P etc complete .(CSI No24.01)
Providing and fixing 20mm dia B-class (T.T./ Swastik make) ISI marked G.I. Pipe complete with G.I. specials as bends, tee, socket cross, clamps, etc. Earth work including filling the trenches etc. required for proper completion of the work. The rate also includes concealed G.I. fitting where required, cutting and making good the walls etc. including cost of all materials, labour T&P etc complete .(CSI No24.02)
Providing and fixing 25mm dia B-class (T.T./ Swastik make) ISI marked G.I. Pipe complete with G.I. specials as bends, tee, socket cross, clamps, etc. Earth work including filling the trenches etc. required for proper completion of the work. The rate also includes concealed G.I. fitting where required, cutting and making good the walls etc. including cost of all materials, labour T&P etc complete (External work).(CSI No24.03-24.12)
Supply and fixing CP Brass bib cock 15 mm dia heavy quality CAT 0010(Royal) Sonata or equivalent make including supply of all materials labour .T&P etc. required for the proper complittion of the work(CSI No. 24.20)
Supply and fixing C.P. Brass stop cock heavy quality (400gms) 15mm dia ISI marked including supply of all materials, labour and T&P etc. required for proper completion of the work.CSI No. 24.29)
Providing and fixing full way Brass G.M. gate valve 20mm dia with wheel valve ISI marked heavy quality including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI NO 24.39b)
Providing and fixing of P.V.C. pressure pipe (6 Kg/sq.cm.) for water supply mains with specials such as tee, bend, socket, elbow etc. including cutting of pipe wherever necessary and including excavation of trenches (450x600) mm for laying the pipe line and including its back filling after testing the pipe line including watering, ramming etc. complete including disposal of surplus earth from the site up to 100m as per direction of E/I including supply of all material, labour, T&P etc. required for proper completion of work. (C) 75 mm dia P.V.C. pipe) (CSI NO 24.47 C)
Providing and fixing full way Brass G.M. gate valve 25mm dia with wheel valve ISI marked heavy quality including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI NO 24.35)
M/S P V ASSOCIATES AND COMPANY
kunal and company
SURENDRA KUMAR JAISWAL
M/S DEEPAK PALIWAL
Technical Infrastructures
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .