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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.8 LAccepted-AOC CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹84.8 L | L1 | Accepted-AOC The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹90.5 LRejected-Finance | ₹90.5 L | L2 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 3 | L3₹96.7 LRejected-Finance R O AGNIHOTRI NIWAS DEV NAGAR KASUMPTI SHIMLA 9 | ₹96.7 L | L3 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 4 | L4₹1.0 CrRejected-Finance SHIMLA MUNICIPAL CORPORATION | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.0 Cr | L4 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 5 | L5₹1.0 CrRejected-Finance | ₹1.0 Cr | L5 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| Sl No | Description | Qty | Unit | Ashu Chauhan L4 | Mantu Kumar L3 | SUDHEER THAKUR L5 | M/s Gurcharan Industries L6 | SANDEEP KANT SHARMA L2 | THAKUR CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All the surplus excavated earth to be dumped at approved dumping site Bharyal. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 40.5 | P.Cum | 50 ₹2,025 | 200 ₹8,100 | 150 ₹6,075 | 300 ₹12,150 | 90 ₹3,645 | 219 ₹8,869.50 |
| 2.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 33.6 | P.Cum | 50 ₹1,680 | 450 ₹15,120 | 180 ₹6,048 | 350 ₹11,760 | 150 ₹5,040 | 219 ₹7,358.40 |
| 3.00 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres. | 440.5 | P.cum | 100 ₹44,050 | 1 ₹440.50 | 180 ₹79,290 | 350 ₹1.5 L | 5 ₹2,202.50 | 219 ₹96,469.50 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement :4 fine sand : 8 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 34.73 | P.Cum | 2,700 ₹93,771 | 1,100 ₹38,203 | 4,000 ₹1.4 L | 4,500 ₹1.6 L | 3,200 ₹1.1 L | 4,599 ₹1.6 L |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundation footing and basis of coulmn ,etc. and mass concrete. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 87.84 | P.sqm | 50 ₹4,392 | 200 ₹17,568 | 250 ₹21,960 | 250 ₹21,960 | 5 ₹439.20 | 249 ₹21,872.16 |
| 5.10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 44.5 | P.sqm | 50 ₹2,225 | 250 ₹11,125 | 200 ₹8,900 | 300 ₹13,350 | 140 ₹6,230 | 299 ₹13,305.50 |
| 5.20 | Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 795.72 | P.sqm | 150 ₹1.2 L | 300 ₹2.4 L | 250 ₹2.0 L | 350 ₹2.8 L | 203 ₹1.6 L | 299 ₹2.4 L |
| 5.30 | Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 625.41 | P.sqm | 150 ₹93,811.50 | 350 ₹2.2 L | 250 ₹1.6 L | 350 ₹2.2 L | 203 ₹1.3 L | 299 ₹1.9 L |
| 5.40 | Stairs, (excluding landings) except spiral-staircases including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 44.52 | P.sqm | 300 ₹13,356 | 350 ₹15,582 | 250 ₹11,130 | 600 ₹26,712 | 250 ₹11,130 | 349 ₹15,537.48 |
| 5.50 | Edges of slabs and breaks in floors and walls Under 20 cm wide including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 140.4 | P.Rmt | 150 ₹21,060 | 100 ₹14,040 | 60 ₹8,424 | 100 ₹14,040 | 5 ₹702 | 149 ₹20,919.60 |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
22 Jan 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Construction of E Charging cum M C Parking at Boileauganj near PWD Store on Kh No 574 and 575 Mohal Andri ward No 5 Summerhill
2026_MC_125721_1
86dated09012026
Open Tender
Civil Works
365 days
Shimla
Please refer to tender documents
7 documents required · 7 mandatory
₹5,900
Executive Engineer RB MC Shimla
₹2.5 L
1 Apr 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All the surplus excavated earth to be dumped at approved dumping site Bharyal. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement :4 fine sand : 8 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundation footing and basis of coulmn ,etc. and mass concrete. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Stairs, (excluding landings) except spiral-staircases including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Edges of slabs and breaks in floors and walls Under 20 cm wide including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying cement concrete 1:1.2 (1cement :1 sand :2graded stone aggregate 20mm. Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Foundation footing and basis of coulmn ,etc. and mass concrete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Stairs, (excluding landings) except spiral-staircases including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Provding & Applying water proofing treatment with Dr. Fixit-FASTFLEX or equivalent with two componets polmer modified cementious coating conisting of powder and a plymer liquid in two coats for first coat clean and saturate surface and then applying a coat of Dr. Fast Flex by maintenaning a coverage of 6-7 sft per kg to achieve one mm thickness andthe same process shall ended upto 300 mm vertically. The second coat shall be applied in apposit direction after four six hours of application of first coat then sprinkle sand on top surface of applied Dr. Fixit -FASTFLEX while still tacky over the second coat. Then Apply cement mortar 1:4 (1 Cement 4 sand ) admixed with 200 ml of pidiproof LW @ 200 MI per 50 kg bag of cement over the floor of with the suitable gredient towards drain pipe, while the second coat of Dr. Fixit is still tacky complete up to all floor levels including carriage of material in all lead anfd lift including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (TATA, SAIL, Jindal and equivalent) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres Pick Work including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class D/wood including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) with 2 No 6mm steel bar in every third layer. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/L G.I Pipe 15 mm nominal bore (Heavy duty B-Type), Jindal Astral or equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F G.I / M.I union 15 mm nominal bore (Heavy duty B-Type), Jindal or equivalent as directed by Engineer-in-charge. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F G.I Tee 15 mm nominal bore (Heavy duty B-Type), Jindal or equivalent as directed by Engineer-in-charge. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/L PVC Pipes 100 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/L PVC Pipes 75 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Door Bend 100 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral. Or equivalent including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Door Bend 75 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Door Tee 100 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Door Tee 75 mm nominal bore (Heavy duty B-Type), Finolex, Supreme, Astral.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Collar 100 mm nominal bore (Heavy duty B-Type), Finolex as directed by Engineer-in-charge.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Collar 75 mm nominal bore (Heavy duty B-Type), Finolex as directed by Engineer-in-charge. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F CP Brass Bib Cock 15 mm nominal bore (Heavy duty), Jaquar, Cera, Asian and equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F Gate Valve 15 mm nominal bore (Heavy duty) Zoloto or equivalent as directed by Engineer-in-charge. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
6 mm cement plaster to celling in cement mortar 1:3 (1 Cement :3 sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : in cement mortar 1:4 including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
15 mm cement plaster on Fair side of single or half brick wall finished with a floating coat of neat cement of mix : in cement mortar 1:4 including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying Polished finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Approved quality, Kajaria, Somany & equivalent including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying vitrified wall tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Approved quality Kajaria, Somany & equivalent including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 40 mm thick 2nd Class D/Wood including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing & fixing wire gauze shutters using galvanised M.S Wire gauge of average width aperature 1.4 mm in both direction with wire of 0.63 mm dia for door window and clerestory windows with hinges and necessary screw II nd Class D/Wood including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Renewing of glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern, (Cera Kerovit, Jaquar, Hindwar and equivalent.) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and Fixing 32 mm dia PVC waste pipe for wash basin or sink (Heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F PVC Connection pipe 15 mm dia 45 cm long with Brass Union for wash basin & Sink (heavy duty) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F CP Brass /S.S Angle cock 15 mm nominal bore (Heavy duty), Jaquar, Cera, Asian or equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F CP Brass /S.S Stop Cock 15 mm nominal bore (Heavy duty), Jaquar, Cera, Asian or equivalent.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/F CP Brass / S.S Pillar Cock 15 mm nominal bore (Heavy duty), Jaquar, Cera, Asian or equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing CP Brass /S.S towel rail complete with CP brass bracket fixed to wooden plug with CP Brass Chrome plate (heavy duty)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing CP/ S.S grating 100 mm dia Approved quality including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing IS : 12817 marked stainless steel butt hinges with C.P. Brass screws etc. complete :125x64x1.90 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
100X58X1.90 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with C.P. brass screws etc. complete :300x10 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing S.S. tower bolts, ISI marked, (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with C.P. brass screws etc. complete :250x10 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing S.S. Handle, ISI marked (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete 125 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing S.S. Handle, ISI marked (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete 150 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing S.S. handles hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 As Per is 1868) transparent or dyed to required colour and shade with C.P. brass screws etc complete single rubber stooper including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Constructing manhole with R.C.C top slab in 1:2:4 mix ( 1 cement :2 sand:4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 40mm nomina Ll size), inside plastering 15mm thick with cement mortar 1:3 ( 1 cement :3 sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix ( 1 cement :2 sand :4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing : with 200mm thick walls of brick masonary of approved quality in cement mortar 1:3 ( 1 cement :3 Sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer (Asian dulux) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture (Asian dulux) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade (Asian dulux) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture (Asian dulux) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre (Asian dulux) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
50 mm thick cement concrete flooring 1:2:4 (one cement:2 sand:4 graded stone 20mm size) laid in one layer finished with a floting coat of neat cement, with water proofing.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) :including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing PVC water storage tank syntax or equivalent three layer cost of connecting / tank nipples , making connection etc. 1000 litres capacity including all assecories.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing water closet squatting pan (European type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests, Cera Kerovit, Jaquar, Hindwar and equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing CP brass soap dish with CP brass bracket fixed to wooden cleats with C.P. brass screws.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps, Cera Kerovit, Jaquar, Hindwar and equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing solid plastic seat Cover with lid for pedestal type W.C. Pan complete :White solid plastic seat with lid, Cera and equivalent. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x2 m size with top and bottom rail of T-iron 40x40x6 mm with 40 mm dia steel pulley complete with bolts nuts locking arrangement stppers handles including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and fixing bright finished brass hard drawn hooks and eyes :150 mm (heavy duty)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
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