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Ref. No.
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
16 Dec 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Nitesh Verma DGM
RHQ Vadodara
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
WR2/NT/W-CIVIL/DOM/G01/24/14946
Open
Civil Works – General
Works
Gwalior SS MP
₹2.5 L
16 Dec 2024
18 Nov 2024
16 Dec 2024
18 Nov 2024
16 Dec 2024
18 Nov 2024
Name of Package : Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Package No : Rfx No.: 5001000872
Specification No. : WR2/NT/W-CIVIL/DOM/G01/24/14946
Completion Period 9 Months
I While filling up the worksheets following may please be observed :
(i) Fill up only green shaded cells.
(ii) Certain data type entries have been restricted, such as Numeric values or limits of numeric values.
(iii) Select only the options provided in pull down menus.
(iv) Do not link any cell of this work book with any other work book.
(v) Do not use copy & paste or cut & paste options for filling up the data.
(vi) Do not reformat any of the cell of the work book.
II This Workbook consists of following worksheets :
Opening page of the workbook.
Names of Bidder :
● Select Sole Bidder or JV (Joint Venture) from the pull down menu. Do not leave this cell blank.
● Select nos. of the JV Partners other than the Lead Partner from drop down menu.
● In case of JV partners more than 2, enter details of 3rd & more partners along with details of 2nd partner.
● Fill up names and address of the Sole Bidder and /or Joint Venture.
● Fill up date in dd-mmm-yyyy format from drop down menu.
● Click for Sch-1 given at the right top of the worksheet to go to Sch-1.
Sch -1 : (Abstract Of Cost)
● Summary of all the Schedules shall be displayed automatically.
● No cell is required to be filled in by the bidder in this worksheet.
Sch-2 (Schedule Items for Civil Works for FOR CONSTRUCTION OF TL STORE (50m x 10 m) FOR BANASKANTHA SUBSTATION ) :
● Schedule Items: only % above/below DSR-2014 is to be filled up.
● Total amount shall get calculated automatically.
Sch-3 (Non-Schedule Items for FOR CONSTRUCTION OF TL STORE (50m x 10 m) FOR BANASKANTHA SUBSTATION ) :
● Non-Schedule Items: Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.
● Total amount shall get calculated automatically.
● The rate quoted shall be inclusive of the Service Tax.
Sch-4 (Schedule Items for CONSTRUCTION OF OPEN STORE YARD OF SIZE (110m x 40) m for BANASKANTHA SUBSTATION ) :
● Schedule Items: only % above/below DSR-2014 is to be filled up.
● Total amount shall get calculated automatically.
Sch-5 (Non-Schedule Items for CONSTRUCTION OF OPEN STORE YARD OF SIZE (110m x 40) m for BANASKANTHA SUBSTATION ) :
● Non-Schedule Items: Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.
● Total amount shall get calculated automatically.
● The rate quoted shall be inclusive of the Service Tax.
Sch-6 ( INTERNAL ELECTRIFICATION WORKS OF 50x10 STORE SHED FOR BANASKANTHA SUBSTATION ) :
● Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.
● Total amount shall get calculated automatically.
● The rate quoted shall be inclusive of the Service Tax.
Bid from 2nd Envelope :
● Fill up ref. no. as bidder's ref no. of this letter.
● This letter shall consider the net price as per Sch-3 .
● Fill up names & Designation of the representatives of other JV partner(s) if the bidder is JV (Joint Venture) .
● Fill up additional information as required.
Happy Bidding !
Name of Package :
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station.
Enter following details of the bidder
Specify type of Bidder [Select from drop down menu] Individual Firm
Name of Sole Bidder [Individual Firm]
Address of Registered Office & Mobile Numbers …….. …… ………. ……….
पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUANTITIES FOR Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name of Package: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(SCHEDULE OF RATES AND PRICES)
Bidder’s Name and Address (Sole Bidder) : To:
Name : Contract Services
Address : Power Grid Corporation of India Ltd.,
Western Region Transmission syatem -II
Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Installation Charges- Sch 3A:-Schedule Items for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Sl. No. Activity Header / Substation Name Service Code SAC Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description (DSR'23 Items- Civil Works) Unit Total Qty. Unit Erection Charges Deduction of GST factor considered in DSR Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST
(Service Accounting Codes)
PART -A : Schedule Items as per DSR 2023 (Civil works)
1.0 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
2.0 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
2.10.1 All kinds of soil
Gwalior SS 120000354 995433 18% 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 68.00 ₹ 352.15 0.18 298.43 20293.39 3652.81
3.0 Gwalior SS 170000817 995414 18% 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cum 273.00 ₹ 196.00 0.18 166.10 45345.76 8162.24
4.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
5.0 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
Gwalior SS 120000442 995454 18% 4.1.8 1:4:8 (1 cement : 4 coarse sand :8 graded stone aggr. 40 mm nominal size) Cum 19.00 ₹ 6,812.00 0.18 5772.88 109684.75 19743.25
6.0 5.1 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:
Gwalior SS 120000489 995454 18% 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) cum 43.00 ₹ 8,583.40 0.18 7274.07 312784.92 56301.28
7.0 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
a) Gwalior SS 120000499 995457 18% 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 208.00 ₹ 392.15 0.18 332.33 69124.75 12442.45
b) Gwalior SS 120000501 995457 18% 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 42.00 ₹ 927.25 0.18 785.81 33003.81 5940.69
c) Gwalior SS 120000503 995457 18% 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 504.00 ₹ 736.40 0.18 624.07 314530.17 56615.43
d) Gwalior SS 120000504 995457 18% 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 238.00 ₹ 961.30 0.18 814.66 193889.32 34900.08
e) Gwalior SS 120000518 995457 18% 5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 48.00 ₹ 951.10 0.18 806.02 38688.81 6963.99
8.0 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
9.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Gwalior SS 120000543 995454 18% 5.22.6 Thermo-Mechanically Treated bars Kg 16500.00 ₹ 107.85 0.18 91.40 1508072.03 271452.97
10.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Gwalior SS 120000543 995454 18% 5.22.6A Thermo-Mechanically Treated bars Kg 8880.00 ₹ 107.85 0.18 91.40 811616.95 146091.05
11.0 Gwalior SS 120000560 995478 18% 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 113.00 ₹ 78.40 0.18 66.44 7507.80 1351.40
12.0 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement.
a) 5.33.1 All works upto plinth level
Gwalior SS 120003380 995421 18% 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 88.00 ₹ 9,504.75 0.18 8054.87 708828.81 127589.19
b) 5.33.2 All works above plinth level upto floor V level
Gwalior SS 120003382 995421 18% 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 110.00 ₹ 9,860.40 0.18 8356.27 919189.83 165454.17
13.0 Gwalior SS 120000568 995454 18% 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 79.20 ₹ 733.50 0.18 621.61 49231.53 8861.67
14.0 6.1 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :
15.0 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
16.0 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :
Gwalior SS 120000616 995456 18% 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 43.00 ₹ 905.05 0.18 766.99 32980.64 5936.51
17.0 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2 Granite stone slab of colour black, Cherry/Ruby red
18.0 8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
19.0 Gwalior SS 120000742 995474 18% 8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete (Kitchen Platform front wall, platform vertical patta etc.) meter 22.00 ₹ 568.55 0.18 481.82 10600.08 1908.02
20.0 Gwalior SS 120000743 995474 18% 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. each 7.00 ₹ 978.70 0.18 829.41 5805.85 1045.05
21.0 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete :
22.0 8.28 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
Gwalior SS 120000847 995476 18% 8.28.1 Decorative veneer facings of approved manufacture Sqm 27.00 ₹ 1,946.25 0.18 1649.36 44532.84 8015.91
23.0 Gwalior SS 120003230 995474 18% 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Sqm 120.00 ₹ 1,267.95 0.18 1074.53 128944.07 23209.93
24.0 9.46 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :
25.0 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Gwalior SS 120000867 995476 18% 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 1475.00 ₹ 238.35 0.18 201.99 297937.50 53628.75
26.0 Gwalior SS 120000873 995476 18% 9.53 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). each 40.00 ₹ 228.85 0.18 193.94 7757.63 1396.37
27.0 9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :
28.0 9.73 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete :
29.0 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
30.0 9.81 Providing and fixing bright finished brass handles with screws etc. complete:
31.0 Gwalior SS 120000955 995476 18% 9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. each 15.00 ₹ 121.65 0.18 103.09 1546.40 278.35
32.0 Gwalior SS 120000957 995476 18% 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. each 8.00 ₹ 983.15 0.18 833.18 6665.42 1199.78
33.0 Gwalior SS 120000965 995476 18% 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 8.00 ₹ 998.35 0.18 846.06 6768.47 1218.33
34.0 Gwalior SS 120000966 995476 18% 9.89 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. each 8.00 ₹ 952.80 0.18 807.46 6459.66 1162.74
35.0 9.147 A Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for series R3 & R4 profiles confirming to EN: 12608 in any shape, color and design duly reinforced with galvanized mild steel section made made of required shape & size as per CPWD specifications, uPVC extruded glazing beads, interlocks and inline sash adaptor (where ever required) of appropriate dimensions, EPDM gasket, hardware, SS 304 grade fasteners of minimum dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash and mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjecent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved size and quality, all complete as per approved drawing confirming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/glazing of plain/toughened/laminated/double glass unit with/without high perofrmance coatings as per design requirements and confirming to IS: 3548 & IS: 16231 shall be paid separately. Note: Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: i) Site with basic wind speed>45 m/sec as per IS 875-Part 3 ii) Sites with structure height more than 20 m for all wind speeds
9.147.E5 Casement cum fixed panel window having single casement panel both ends & middle fixed panel with SS 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.
Gwalior SS 120003494 995428 18% 9.147.E5.1 Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x 960 mm & above) & mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 meter: each openable shutter upto 0.8m width) Sqm. 35.00 ₹ 10,474.05 0.18 8876.31 310670.97 55920.78
36.0 Gwalior SS 100050402 995432 18% 9.168 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) Sqm 20.00 ₹ 2,829.25 0.18 2397.67 47953.39 8631.61
37.0 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.
38.0 Gwalior SS 100050404 995432 18% 9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. each 32.00 ₹ 272.00 0.18 230.51 7376.27 1327.73
39.0 Gwalior SS 100050405 995432 18% 9.172 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. one set 15.00 ₹ 885.10 0.18 750.08 11251.27 2025.23
40.0 Gwalior SS 100050406 995432 18% 9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) Kg 23.00 ₹ 533.25 0.18 451.91 10393.86 1870.89
41.0 Gwalior SS 100037408 995476 18% 9.174 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. meter 25.00 ₹ 43.80 0.18 37.12 927.97 167.03
42.0 Gwalior SS 120001172 995474 18% 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Sqm. 75.00 ₹ 1,056.15 0.18 895.04 67128.18 12083.07
43.0 Gwalior SS 120001248 995474 18% 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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. Sqm. 29.00 ₹ 1,330.00 0.18 1127.12 32686.44 5883.56
44.0 11.41.A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.1 Double charge vitrified tile polished finish of size
45.0 Gwalior SS 120001254 995474 18% 11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. Sqm 420.00 ₹ 850.10 0.18 720.42 302577.97 54464.03
46.0 Gwalior SS 120001255 995474 18% 11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. Sqm. 379.00 ₹ 753.25 0.18 638.35 241933.69 43548.06
47.0 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
48.0 11.55 Providing and laying flamed 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 :
Gwalior SS 120003396 995421 18% 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm. 37.00 ₹ 3,186.70 0.18 2700.59 99921.95 17985.95
49.0 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
50.0 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
a) 12.42.1 Coupler
c) 12.42.6 Shoe (Plain)
51.0 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
52.0 Gwalior SS 120001366 995453 18% 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. each 15.00 ₹ 54.70 0.18 46.36 695.34 125.16
53.0 12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
Gwalior SS 120001367 995453 18% 12.45.1 12.5 mm thick tapered edge gypsum plain board confirming to IS:2095-(Part I) : 201 (Board with BIS certification marks) sqm. 100.00 ₹ 1,355.80 0.18 1148.98 114898.31 20681.69
54.0 12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 0.00
Gwalior SS 120001383 995453 18% 12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. Sqm. 79.00 ₹ 1,902.95 0.18 1612.67 127400.89 22932.16
55.0 Gwalior SS 120001390 995453 18% 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. sqm. 325.00 ₹ 1,703.95 0.18 1444.03 469308.26 84475.49
56.0 13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
57.0 Gwalior SS 120001419 995472 18% 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. Sqm 605.00 ₹ 537.45 0.18 455.47 275556.99 49600.26
58.0 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade:
Gwalior SS 120001466 995473 18% 13.46.1 New work (Two or more coats applied @ 1.67 ltr/10 Sq mtrs over and including priming coat of exterior primer applied @ 0.90 Kg/ 10 sq mtrs). Sqm. 605.00 ₹ 160.60 0.18 136.10 82341.53 14821.47
59.0 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Gwalior SS 120001491 995473 18% 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm. 59.00 ₹ 226.25 0.18 191.74 11312.50 2036.25
60.0 Gwalior SS 120001511 995472 18% 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm. 922.00 ₹ 156.05 0.18 132.25 121930.59 21947.51
61.0 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
62.0 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
Gwalior SS 120001522 995473 18% 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Sqm. 922.00 ₹ 73.95 0.18 62.67 57781.27 10400.63
63.0 17.1 Providing and fixing water closet squatting pan (Indian 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 :
Gwalior SS 120001868 995478 18% 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 1.00 ₹ 6,767.40 0.18 5735.08 5735.08 1032.32
64.0 17.7 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:
Gwalior SS 120001886 995478 18% 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 7.00 ₹ 2,648.85 0.18 2244.79 15713.52 2828.43
65.0 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 counter type fitted in garnite platform with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required
17.10.1 Kitchen sink with drain board
66.0 Gwalior SS 120003124 995478 18% 17.22.A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. Each 10.00 ₹ 1,034.80 0.18 876.95 8769.49 1578.51
67.0 17.22 B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
68.0 17.28 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete
17.28.1 Semi rigid pipe
69.0 Gwalior SS 120001939 995478 18% 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Each 20.00 ₹ 53.25 0.18 45.13 902.54 162.46
70.0 Gwalior SS 120001940 995478 18% 17.30 Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. Each 20.00 ₹ 55.65 0.18 47.16 943.22 169.78
71.0 Gwalior SS 120001941 995478 18% 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 10.00 ₹ 1,607.95 0.18 1362.67 13626.69 2452.81
72.0 17.32 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 :
73.0 17.34 Providing and fixing toilet paper holder :
74.0 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
Gwalior SS 120002049 995478 18% 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 6.00 ₹ 122.40 0.18 103.73 622.37 112.03
75.0 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.
Gwalior SS 120002050 995478 18% 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 6.00 ₹ 367.10 0.18 311.10 1866.61 335.99
76.0 Gwalior SS 120002052 995478 18% 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. each 7.00 ₹ 168.35 0.18 142.67 998.69 179.76
77.0 Gwalior SS 120002053 995478 18% 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms each 7.00 ₹ 231.95 0.18 196.57 1375.97 247.68
78.0 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
Gwalior SS 120002055 995478 18% 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. each 10.00 ₹ 708.95 0.18 600.81 6008.05 1081.45
79.0 Gwalior SS 120002056 995478 18% 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 7.00 ₹ 713.20 0.18 604.41 4230.85 761.55
80.0 Gwalior SS 120002062 995478 18% 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. Each 6.00 ₹ 14,999.15 0.18 12711.14 76266.86 13728.04
81.0 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
82.0 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
a) Gwalior SS 120002108 995424 18% 18.8.1 15 mm nominal outer dia Pipes metre 100 ₹ 497.80 0.18 421.86 42186.44 7593.56
b) Gwalior SS 120002109 995424 18% 18.8.2 20 mm nominal outer dia Pipes metre 100 ₹ 537.60 0.18 455.59 45559.32 8200.68
c) Gwalior SS 120002110 995424 18% 18.8.3 25 mm nominal outer dia Pipes metre 100 ₹ 627.25 0.18 531.57 53156.78 9568.22
83.0 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
84.0 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
85.0 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions
18.21.2 45 cm length
86.0 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
87.0 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
88.0 Gwalior SS 120002286 995424 18% 18.48 Providing and placing on terrace polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 8000.00 ₹ 11.00 0.18 9.32 74576.27 13423.73
89.0 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS:8931.
90.0 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
91.0 18.51 Providing & fixing CP brass long body bib cock of approved quality conforming IS standards and weighing not less than 690gms
92.0 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
93.0 18.53 Providing & fixing CP brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931.
94.0 Gwalior SS 120003126 995478 18% 18.53.A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. each 25.00 ₹ 74.80 0.18 63.39 1584.75 285.25
95.0 18.58 Providing and fixing PTMT grating of approved quality and colour :
18.58.2 Rectangular type with openable circular lid
Gwalior SS 120002305 995424 18% 18.58.2.1 150 mm nominal size square, 100mm diametre of the inner hinged round grating. each 20.00 ₹ 196.95 0.18 166.91 3338.14 600.86
96.0 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
a) Gwalior SS 120002320 995424 18% 18.62.4 40 mm nominal bore, 206mm long, weighing not less than 690 gms each 3.00 ₹ 737.20 0.18 624.75 1874.24 337.36
b) Gwalior SS 120002321 995424 18% 18.62.5 50 mm nominal bore, 242mm long, weighing not less 1240 grams Each 1.00 ₹ 1,375.95 0.18 1166.06 1166.06 209.89
97.0 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
98.0 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
19.4.2 150 x 100 mm size P type
Gwalior SS 120002641 995424 18% 19.4.2.2 With sewer bricks conforming to IS : 4885 each 12 ₹ 2,711.70 0.18 2298.05 27576.61 4963.79
99.0 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
100.0 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
19.7.1 Inside size 90x80 cm and 45 cm deep including with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
Gwalior SS 120002666 995424 18% 19.7.1.2 With Sewer bricks confirming to IS : 4885 each 15 ₹ 12,711.80 0.18 10772.71 161590.68 29086.32
101.0 19.8 Extra for depth for manholes Size 90x80 cm
Gwalior SS 120002672 995424 18% 19.8.1.2 With Sewer bricks confirming to IS : 4885 metre 15.00 ₹ 8,654.25 0.18 7334.11 110011.65 19802.10
102.0 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
Gwalior SS 120002722 995424 18% 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5.00 ₹ 5,957.90 0.18 5049.07 25245.34 4544.16
103.0 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
21.1.1 For fixed portion
Gwalior SS 120002791 995476 18% 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 75.00 ₹ 530.90 0.18 449.92 33743.64 6073.86
104.0 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Gwalior SS 120002794 995476 18% 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 27.00 ₹ 634.45 0.18 537.67 14517.08 2613.07
105.0 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
Gwalior SS 120002799 995476 18% 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm. 13.00 ₹ 1,505.25 0.18 1275.64 16583.26 2984.99
106.0 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.
Gwalior SS 120002807 995476 18% 21.8.1 Up to 5mm depth and 5mm width meter 48.00 ₹ 96.75 0.18 81.99 3935.59 708.41
107.0 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.
Gwalior SS 120002817 995476 18% 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar each 6.00 ₹ 631.55 0.18 535.21 3211.27 578.03
108.0 Gwalior SS 120002819 995476 18% 21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. each 4.00 ₹ 528.85 0.18 448.18 1792.71 322.69
109.0 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
Gwalior SS 120002822 995476 18% 21.15.2 Powder coated minimum thickness 50 micron aluminium each 10.00 ₹ 97.95 0.18 83.01 830.08 149.42
110.0 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.
111.0 26.88 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
Total of Schedule Items as per DSR'23 ₹ 11,669,513.47 ₹ 2,100,512.43 #REF!
Add percentage (%) above/below +/- on DSR 2023 Rates (to be quoted by contractor) 0.000%
Add Amount above/below +/- on the amount for DSR Items as per quoted percentage 0.00 0.00
Total of Schedule Items Part IIIA ₹ 11,669,513.47
Total Tax ₹ 2,100,512.43
Date: #REF! Name: #REF!
Place: #REF! Designation: #REF!
पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUANTITIES FOR Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name of Package: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(SCHEDULE OF RATES AND PRICES)
Bidder’s Name and Address (Sole Bidder) : To:
Name : Contract Services
Address : Power Grid Corporation of India Ltd.,
Western Region Transmission syatem -II
Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Installation Charges- Sch 3B: Non-Schedule Items for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station.
Sl. No. Activity Header / Substation Name Activity Description SAC Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description Unit Total Qty. Unit Erection Charges Total Erection Charges Total Tax GST
(Service Accounting Codes)
Part B: Non - Schedule Items (Civil works)
NS-01 Gwalior SS Non-Schedule Item Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) PVC SWR Rigid pipes confirming to IS 13592-1992 of PRINCE/SUPREME/ FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line excluding necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels.
NS-01 a) Gwalior SS Non-Schedule Item 995462 18% PVC SWR Rigid pipes 75mmØ Inner Diameter bathroom and kitchen waste Drain Pipe Mtr. 120.00 0.00 0.00
NS-01 b) Gwalior SS Non-Schedule Item 995462 18% PVC SWR Rigid pipes 100mmØ inner Diameter bathroom and kitchen waste Drain Pipe Mtr. 180.00 0.00 0.00
NS-01 c) Gwalior SS Non-Schedule Item 995462 18% PVC SWR Rigid pipes 150mmØ inner Diameter WC solid waste Drain Pipe Mtr. 144 0.00 0.00
NS-01 d) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe plain bend 75 mm dia Each 10.00 0.00 0.00
NS-01 e) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe plain bend 100 mm dia Each 12.00 0.00 0.00
NS-01 f) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe plain bend 160 mm dia Each 14.00 0.00 0.00
NS-01 g) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe bend with access door 75 mm dia Each 30.00 0.00 0.00
NS-01 h) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe bend with access door 100 mm dia Each 42.00 0.00 0.00
NS-01 i) Gwalior SS Non-Schedule Item 995478 18% PVC SWR Rigid pipe bend with access door 160 mm dia Each 36.00 0.00 0.00
NS-01 j) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe plain single equal junctions 75x75x75 mm dia Each 10.00 0.00 0.00
NS-01 k) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe plain single equal junctions 100x100x100 mm dia Each 8.00 0.00 0.00
NS-01 l) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe plain single equal junctions 150x150x150 mm dia Each 10.00 0.00 0.00
NS-01 m) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe single equal junctions 75x75x75 mm dia with access door Each 12.00 0.00 0.00
NS-01 n) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe single equal junctions 100x100x100 mm dia with access Door Each 16.00 0.00 0.00
NS-01 o) Gwalior SS Non-Schedule Item 995421 18% PVC SWR Rigid pipe single equal junctions 150x150x150 mm dia with access Door Each 14.00 0.00 0.00
NS-01 p) Gwalior SS Non-Schedule Item 995421 18% Slotted cowl (terminal guard) 75 mm dia Each 21.00 0.00 0.00
NS-01 q) Gwalior SS Non-Schedule Item 995421 18% Slotted cowl (terminal guard) 100 mm dia Each 21.00 0.00 0.00
NS-01 r) Gwalior SS Non-Schedule Item 995421 18% Slotted cowl (terminal guard) 150 mm dia Each 21.00 0.00 0.00
NS-01 s) Gwalior SS Non-Schedule Item 995453 18% Metal Pipe Clip 75mm Each 18.00 0.00 0.00
NS-01 t) Gwalior SS Non-Schedule Item 995453 18% Metal Pipe Clip 100mm Each 18.00 0.00 0.00
NS-01 u) Gwalior SS Non-Schedule Item 995453 18% Metal Pipe Clip 150mm Each 12.00 0.00 0.00
NS-02 Gwalior SS Non-Schedule Item 995428 18% Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete. No 20.00 0.00 0.00
Total for Non-Schedule Items (Schedule II) ₹ 0.00 ₹ 0.00
# In case the bidder leaves the cell for confirmation of the SAC and/or GST rate “blank”, the SAC and corresponding GST rate indicated by the Employer shall be deemed to be the one confirmed by the Bidder.
Date : #REF! #REF!
Place : #REF! #REF!
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUNATITIES FOR Type- C AS PER STANDARD TOWNSHIP DRAWING
SL.No. D.S.R 2021 Item No DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2 (Qty for 01 block)
PART -A SCHEDULE ITEMS - (DSR 2021)
1 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking 5 14 70
1.1.2 EARTH upto 1.00 km. Cum Total excavation
3A 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d
2.6.1 All kind of soil cu.m
3B 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
3C Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). cu.m 32 2.5 2.50 1.00 200.00
4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:
2.10.1 All kinds of soil.
2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia mtrs 2 50 1 50.00
5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cu.m.
Total Excavation Cu.m. 798.21
Deduct PCC Cu.m. -36.63
Deduct RCC in footing Cu.m. -110.59
Deduct RCC in column upto plinth Cu.m. -12.59
Volume of moorum filling below foundations Cu.m. 0.00
6.1 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.
2.26.1 All kinds of Soil Cu.m.
6.2 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cu.m.
FILLING ABOVE GROUND As per block b1 Area 276 0.3 82.80
8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.
A 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cu.m.
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing :
4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum
Parapet wall top 1 88 0.23 0.115 2.33
10 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :
4.3.1 Foundations, footings, bases for columns Sqm
11 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). sqm
At plinth level 1 90 0.23 20.70
12 4.12 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 1 20.70 0.04 6.4 5.30
13 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 1 100 0.23 23.00
14 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. sqm 1 90 0.75 67.50
15 5.9 Centring and shuttering including strutting propping etc. and removal of form for :
A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sq.m.
Footing pedestal 32 2 2 4 0.6 307.20
B 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. U.G.W.T. Sq.m. 4 3 2.6 31.20
C 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sq.m.
FF slab + Roof Slab
each unit area 4 117.93 471.72
Stair foyer Sq.m. 4 1 3.1 2.93 36.33
Landing Sq.m. 4 1 2.93 1.40 16.41
Stair cabin Sq.m. 1 1 3.1 7.32 22.69
D) 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers Sq.m.
First Floor slab
Second Floor slab
Roof slab level beam Sq.m. 1 7.32 0.93 6.81
E 5.9.6 Columns, pillars, piers abutments posts & struts
RCC Columns upto plinth level Sq.m. 32 2.5 1.66 132.80
Plinth to gf slab Column Sq.m. 32 3.15 1.66 167.33
first floor to second floor Sq.m. 32 3.15 1.66 167.33
second floor to terrace Sq.m. 32 3.15 1.66 167.33
stair cabin Sq.m. 4 3.15 1.66 20.92
F) 5.9.7 Stairs (excluding landings) except spiral staircases.
Staircase Waiste slab- HP TO First Floor Sq.m. 2 3.155 1.50 9.47
First floor to second floor Sq.m. 2 3.15 1.50 9.45
second floor to terrace Sq.m. 2 3.15 1.50 9.45
G) 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. Sqm
Drawing room balcony pardi Sqm 1 6.08 1.43 8.69
H 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sq.m.
Lintel beams over internal doors Sq.m. 42 1 1 0.415 17.43
I 5.9.19 Weather shade, chajjas, corbels etc. including edges. Sq.m.
Window Chajja Sq.m. 12 2 0.60 14.40
edge of chajja 12 2 0.1 2.40
Weathershade chajjas Sq.m. 8 1 1.3 0.60 6.24
Edge of chajja in RFT 8 1 1.3 10.40
16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured)
5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sq.m. 1 2.4 4.90 11.76
17 NS21 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete up to plinth level.
NS21 Thermo-Mechanically Treated bars Kg.
Comlumn upto plinth lvl 210 12.59 2642.976
Plinth beam 145 38.18 5536.416825
UGWT Bottom and top slab 65 0
Total for Steel upto plinth lvl KG 29608.557825
18 NS22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete above plinth level.
NS22 Thermo-Mechanically Treated bars Kg. As per standard
Columns above plinth level upto Floor V
Columns above plinth level upto Floor V 210 40.35 8473.7205
19 5.30 Add for plaster drip corse/groove in plastered surface or moulding to RCC projections. Mtr.
Window chajja 1 1 5.26 5.26
Weathershade chajjas 4 1 3.205 12.82
At mumty level 1 1 3 3.00
20 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
5.33.1 All works upto plinth level
sub-total (A) 110.59
PLINTH BEAM Cu.m 3 27.37 0.23 0.45 8.50
Sub-total (B) 38.18
as per unit carpet area 276.00
Stair foyer Cu.m 2 1 3.1 2.93 0.10 1.82
Sub-total (C) 278.64
RCC Columns upto plinth level
Sub-Total (D) 12.59 0.15 compact earth
Total 440.00 0.15 PCC
Say 440.00 0.5 Pedestal
b 5.33.2 All works above plinth level upto floor V level 2.1 Depth
GF slab level beam 0.75 Plinth
FF slab level beam Cu.m 3 25.4 0.23 0.45 7.89
SF slab level beam Cu.m 3 25.4 0.23 0.45 7.89
Roof slab level beam Cu.m 2 7.32 0.23 0.45 1.52
Sub-Total (A) 116.39
Stair foyer Cu.m 2 1 3.1 2.93 0.12 2.18
Stair foyer Cu.m 2 1 3.1 2.93 0.12 2.18
Staircase Waiste slab cu.m 6 3.155 1.50 0.15 4.26
Stair cabin cu.m 1 3.18 7.32 0.15 3.49
Kitchen platform slab cu.m 4 1 3.6 0.60 0.075 0.65
Kitchen loft cu.m 4 1 3.6 0.45 0.075 0.49
Facia in canopy cu.m 1 1 2.4 0.10 0.30 0.07
Lintel beams over internal doors cu.m 44 1 1.5 0.115 0.15 1.14
Sub-Total (B) 101.33
RCC columns From Plinth level to Second Floor level cu.m 22 0.6 0.3 3.15 3 37.42
RCC in Columns above roof slab upto parapet level cu.m 12 0.23 0.45 1.05 1.30
RCC columns from roof level to mumty parapet level cu.m 4 0.23 0.45 3.925 1.62
Sub-Total © 40.35
Total for chajja 2.16
21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal
Upto plinth level quintal 440.00 @.50 qtl/cu.m. 220.00
Above plinth level quintal 260.23 @.50 qtl/cu.m. 130.12
22 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
For surface drain Cu.m. 2 70 0.23 0.3 9.66
Below plinth beam Cu.m. 1 80 0.23 1 18.40
23 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.m 3 100 0.23 3 207.00
Less winvow 3 30 -90.00
24 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
First Floor 2 x 9 x 2.55 = 45.90
Second Floor 2 x 9 x 2.55 = 45.90
25 6.15 Extra for providing and placing in position 2 Nos., 6mm dia M.S. bars at every third course of half brick masonry. Sq.m. Qty same as half brick work 279.17
26.1 23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
26.2 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge
27 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
A) 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble
(i) 8.2.1.1 Area of slab upto 0.50 sqm Sq.m. 1 10 0.5 5.00
(ii) 8.2.1.2 Area of slab over 0.50 sqm Sq.m.
Kitchen Shelf Sq.m. 1 4 2.5 0.45 4.50
B) 8.2.2 Granite of any colour and shade
(i) 8.2.2.1 Area of slab upto 0.50 sqm Sq.m. 8 1.5 0.23 2.76
Windpw sill 12 0.9 0.23 2.48
(ii) 8.2.2.2 Area of slab over 0.50 sqm Kitchen platform Sq.m. 4 1 3.6 0.75 10.80
28 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 4 1 3.6 14.40
29 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 8 1 1 8.00
32 9.134.1.2.1 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws ::
9.134.1.2.1 30 mm thick shutters
Main door sqm 4 1 1.05 2.1 8.82
33 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete:
9.46.3 25 mm dia. metre
For Windows 4 8 1.5 48.00
34 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.
Balcony railing 49.5x49.5x3.6 mm living room Kgs. 4 6.08 18 kg per meter 437.76 25mm pipe 2.41 kg per meter 3 7.23
bed Kgs. 4 7.8 18 kg per meter 561.60 verticalsupport
bed Kgs. 4 8.6 18 kg per meter 619.20 40mm pipe 3.56 kg per meter 1 3.36
@ 15kg/sq.m. of window area Kg 113.78 @15 kg/m. 1706.67
35 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. metre
Toilets D3 metre 4 3 4.95 59.40
36 9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.
9.124.2 Decorative finish (both side wood grained finish) sqm
Toilets D3 sqm 4 1 2.1 0.75 6.30
37 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face ven
9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
D1 (mumty door) Sq.m 1 1 0.90 2.10 1.89
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) SqM 4 3 0.90 2.10 22.68
9.22.1 On one side only 1 1 0.90 2.10 1.89
38 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 4 7 1 28.00
39 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Staircase railing 40 mm NB Kgs. 4 9.4 37.6 18 kg per meter 676.80 40mm pipe 3.56 kg per meter 1 3.56
Balcony railing 49.5x49.5x3.6 mm living room Kgs. 4 6.08 18 kg per meter 0.00 25mm pipe 2.41 kg per meter 3 7.23
bed Kgs. 4 7.8 18 kg per meter 0.00 verticalsupport
bed Kgs. 4 8.6 18 kg per meter 0.00 40mm pipe 3.56 kg per meter 1 3.36
40 11.23.5 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
11.23.5 Udaipur green marble sqm
In landings 1 6 2.4 1.2 17.28
Entrance 1 1 2.4 1.43 3.43
41 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 1 54.00 1.5 81.00
42 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Main entry sqm 5 3 0.45 6.75
43 8.31 Providing and Fixing 1st quality ceramic glazed wall tiles conforming to IS 15622(thickness to bespecified by the manufacturer) of approved make in all colours, shades except burgundy, bottle-green, black of any size as approved by the Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement mortar 1:3 (1 Cement:3 Coarse Sand) and jointing with grey cement slurry @ 3.3 kg per sq m including pointing in white cement mixed with pigment of matching shade complete. Sq.m.
In dado of toilet Sq.m. 4 1 6.45 2.1 54.18
In dado above kitchen platform toilet Sq.m. 4 1 4.8 2.1 40.32
44 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Sqm
In toilet Sq.m. 4 2.1 1.5 12.60
45 11.41 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 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
(A) 11.41.2 Size of tile 600 X 600 mm Sq.m.
46 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge.
11.48.2 Size of Tile 600x600 mm sqm Qty same as that of flooring 420.00
47 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm Qty same as that of flooring 420.00
48 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 1 8 8.00
49 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
( i ) Single socketed pipes
12.41.2 110 mm diameter metre 8 10 80.00
50 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
A) 12.42.1 Coupler
B) 12.42.3 Single Tee with door
D) 12.42.6 Shoe (Plain)
51 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
52 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 1 8 8.00
53 18.58 Providing and fixing PTMT grating of approved quality and colour.
Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 1 8 8.00
54 13.4 12 mm cement plaster of mix : slab 6 MM
13.4.2 1:6 (1 cement : 6 coarse sand). Sq.m.
Each unit 4 117.93 471.72
Stair cabin slab 1 3.15 6.5 20.475
Stair bottom 6 3.15 1.5 28.35
Stair side 6 3.15 0.3 5.67
55 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix :
13.5.2 1:6 ( 1 cement : 6 coarse sand) Sqm.
Hollow plinth Column 32 1.8 3.15 181.44
stair wall 2 6.32 3.15 39.82
Bedroom 1 (2 nos)
long wall 2 4.5 3 27
short wall 2 3.6 3 21.6
Bedroom 2 (2 nos)
long wall 2 4.6 3 27.6
short wall 2 3.3 3 19.8
long wall 2 3.6 3 21.6
short wall 2 3 3 18
Drawing room(2 nos)
long wall 2 6.68 3 40.08
opening -1 0.9 3 -2.7
short wall 2 4.91 3 29.46
long wall 2 1.5 3 9
window -1 1 1.5 -1.5
opening -1 0.9 3 -2.7
short wall 2 1.4 3 8.4
Toilet plaster 152.46
Second Floor 336.08
Parapet plaster 1 83 83 1.25 103.75 103.75
56 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement :
13.9.1 12 mm cement plaster Sqm. LS 20.00
57 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 Cement : 5 Coarse sand) finished with top layer 6 mm thick cement plaster 1:6 (1 Cement : 6 Fine sand) Sq.m.
Outer perimiter 3 98 3.5 1029.00
Less window -3.00 56.68 -170.04
Less balcony gaps -2 6.6 1.5 -19.80
58 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:
13.24.1 In two coats Sq.m. LS 20.00
59 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Sqm Qty same as internal plaster including ceiling except staircase, stilt area 1047.80 INCLUDING STAIR
61 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sq.m. 803.52 FULL
62 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
13.83.2 Two coats Qty same as internal plaster including ceiling except staircase, stilt area 1047.80
63 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
A 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Qty same as internal plaster including ceiling except staircase, stilt area 1047.80
64 13.62 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
13.62.1 Two coats Sqm
MS Work wherever required 150.00
65 16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Sq.m.
Entrance pavement Sq.m. 1 280 1 280.00
66 17.1 Providing and fixing water closet Squatting pan (Indian WC type) with 100 mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever) confirming to IS 7231 with all fittings and fixtures complete including, cutting and making good the walls and floors wherever required.
17.1.1 White vitreous china Orissa pattern WC pan of size 580 mm x 440 mm with integral type foot rest, Each 4 1 1 4.00
67 17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Each 8 1 1 8.00
68 17.10 Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings & brackets cutting and making good the walls wherever required
17.10.1 Kitchen sink with drain board
17.10.1.4 Size 510 x 1040 bowl depth 178 mm Each 4 1 1 4.00
69 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink Each 4 3 2 24.00
70 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P . brass screws and washers complete. each 817.95 Each 4 2 1 8.00
71 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88 gms Each 4 2 1 8.00
72 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved qualityand colour
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. Each 4 2 1 8.00
73 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 4 2 1 8.00
74 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover , and cistern fittings, nuts, bolts and gasket etc complete. Each 4 1 1 4.00
75 17.34 Providing and fixing toilet paper holder :
(A) 17.34.1 C.P. brass Each 4 1 1 4.00
76 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.
17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 4 3 1 12.00
77 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes
a 18.7.2 20 mm nominal outer dia Pipes meter 100.00
b 18.7.4 32 mm nominal dia Pipes meter 50.00
c 18.7.5 40 mm nominal dia Pipes meter 50.00
78 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
A 18.8.1 15 mm nominal outer dia Pipes meter 100.00
B 18.8.2 20 mm nominal outer dia Pipes meter 100.00
79 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end)
A 18.17.1 25 mm nominal bore each 4.00
B 18.17.2 32 mm nominal bore. each 4.00
80 18.18 Providing and fixing ball valve (brass) of approved quality High or low pressure with plastic floats complete.
18.18.3 25 mm nominal bore Each 2 1 1 2.00
81 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)
18.19.3 40 mm nominal bore
A) 18.19.3.1 Horizontal Each 1 1 1 1.00
18.19.3.2 Vertical Each 1 1 1 1.00
82 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :
(A) 18.21.2 45 cm length
18.21.2.1 15 mm nominal bore Each 4 2 1 8.00
83 18.22 Providing and fixing CP brass shower rose with 15 or 20 mm inlet.
(A) 18.22.1 100 mm diameter Each 4 2 1 8.00
84 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
(A) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 10 1 10.00
85 18.48 Providing and placing on terrace(at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base suport for tank: per litre 4 1 1000 4000.00
86 18.54 Providing and fixing PTMT bib cock of approved quality and colour
18.54.1 15 mm nominal bore Each 4 1 3 12.00
87 18.55 Providing and fixing PTMT stop cock of approved quality and colour
18.55.2 15 mm nominal bore Each 4 2 1 8.00
88 18.56 Providing and fixing PTMT pillar cock of approved quality and colour.
18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 8.00
89 18.58 Providing and fixing PTMT grating of approved quality and colour
18.58.2 Rectangular tupe with openable circular lid
18.58.2.1 150 mm nominal size square 100mm diametre of the inner hinged round grating Each
For toilets Each 4 2 1 8.00
For kitchen Each 4 1 1 4.00
For wash area Each 4 1 1 4.00
90 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 4 2 1 8.00
91 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
(A) 19.4.3 180x150 mm size P type
19.4.3.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 4 1 5 20.00
92 19.7 Constructing brick masonry manhole in bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of a neat cement complete as per standard design.
19.7.1 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total wt. of cover and frame to be not less than 38 kg. (wt. of the cover 23 kg and wt. of the frame 15 kg.)
19.7.1.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 6 6.00
93 19.8 Extra for depth for manholes
(A) 19.8.1 Size 90 x 80 cm
19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Meter 9 0.5 4.50
94 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners o
A 21.1.1. fixed portion
For sliding windows SQ.MT 1 113.78 8 kg oer sq,mt 910.22
B 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
(i) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) SQ.M 113.78 113.78
94 21.3 Providing and fixing glazing in aluminium door, window,ventilator,shutter and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectual drawings and the directions of Engineer in charge(Cost of aluminium snap beading shall be paid in basic item)
B 21.3.2 With float glass panes of 5.50 mm thickness sqm
95 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.
21.8.1 Up to 5mm depth and 5mm width metre
96 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
21.15.3 Polyester powder coated minimum thickness 50 micron aluminium Each
DW1 Each 4 3 4 48.00
97 22.5 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surfaces.
(ii) Iind course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand ) mixed with water proofing compound in recommended prportion including rounding off junction of vertical and horizontal surfaces.
(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sq.m. of area.
(iv) Ivth course of 400 micron thick PVC sheet. (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sq.m.)
Toilet floor Sq.m. 4 1.5 2.1 12.60
2nd Toilet Sq.m. 8 2.3 1.38 25.39
Add for sides- Toilet Sq.m. 4 7.5 1 30.00
98 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations.
(a) Applying a slurry coat of neat cement using 2.75Kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b)Laying brick bats with mortar using broken bricks/brick bats 25mm to 1115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of the junctions of walls and slabs.
(c )After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by the Engineer in charge.
(d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-charge.
22.7.1 With average thickness of 120 mm and minimum thickness at Khurra as 65mm Sq.m.
Terrace area- as per plan Sq.m. 270.00
PART-(B) : NON DSR ITEMS(NON SCHEDULED ITEM)
SL.No. Non D.S.R DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2(Qty for 01 block)
1 NS-1 Supply, Diluting & injecting chemical emulsion ecluding of the cost of the chemical emulsion) for PRE-CONSTRUCTIONAL ANTI TERMITE treatment and creating a continuos chemical barrier under all round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes, conduits etc. complete as per specifications. (Plinth area of the building at ground floor only shall be measured for payment)
(A) Chloropyriphos/Lindane emulsifiable concentrate of 20% Sq.m.
Plinth area Sq.m. 270.00
2 NS-2 Providing and fixing rubber shock absorbers of minimum 25 mm dia and 40 mm length to be fixed on back side of door including screws and nuts etc. all complete. Each
3 NS-3 Providing and placing cinder/brick bat filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation, curing, (mix shall be one part of cement mortar 4 parts of Cinder/brickbat finishing the same with the cement mortor 1:4 (1cement:4 coarse sand) by adding water proofing compound as per manufacturers recommendations including providing 25mm dia PVC drain pipe of required length. For toilet and Kitchen sunkun portions Cu.m 12 2.5 1.5 1 0.45 20.25
4 NS-4 Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592-1992 of PRICE/SUPREME/FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. confirming to DIN 19561, DIN 19534, IS 14735-99, IS-5382, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose)
NS-4A A 40mm outer dia. Metre
In toilets 4 3 3 36.00
In kitchen 4 1 3 12.00
NS-4B B 75mm outer dia.
In toilets Metre 4 3 2 24.00
In kitchen Metre 4 1 2 8.00
External line upto manhole for toilets Metre 4 1 8 32.00
External line upto manhole for kitchens Metre 2 1 8 16.00
NS-4C C 110mm outer dia.
In toilets Metre 4 3 1 12.00
External line upto manhole for toilets Metre 4 1 8 32.00
5 NS-8 Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete.
Toilets Each 12 12.00
Kitchen Each 4 1 1 4.00
6 NS-6 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clrestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50mm all complete.
With anodised aluminium beading in aluminium window shutter leaf. Sq.m. 12 1 7 0.6 1.2 60.48
7 NS-7 Providing & fixing Hindware/Jaquar make or equivalent bathroom accessories including cutting wall/making holes and making good the surface with the same finish as directed by the Engineer in charge.
NS 7A A CP brass high flow single lever concealed diverter with body and plate for bath and shower system.
Batch cum WC Each 4 3 1 12.00
NS 7B B CP brass hand shower (Health faucet) for WC/EWC system
Batch cum WC Each 4 3 1 12.00
NS-8 Forming groove of uniform size in the external plaster surface as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
20 mm wide and 6 mm deep groove metre 100.00
NS-9 Providing and fixing C.P. brass towel ring of make kohler cat no- 17528T-CP or Jaquar Continental: ACN-CHR-1121N or equivalent make fixed with PVC cleats and brass screws including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each
NS-10 Providing and Fixing Towel rack with single rail of make Jaquar -Cat No: AHS-CHR-1581 or ,kohler cat no- 17529T-CP or equivalent as approved with Rawl Plugs and brass screws complete as directed by Engineer-in-charge. Each
NS-11 Providing and fixing liquid soap dispenser horizontal /vertical matt finish with simple push lever of make Jaquar ACN-CHR-1137N or Kohler cat K -10712D-CP or equivalent as approved including cutting and making good the walls, wherever required complete as directed by Engineer-in-charge. Each
NS-12 Providing and Fixing C.P. brass Central Hole basin mixer without pop up waste system of make Jaquar Model: CON-CHR-167KNB or kohler cat no- 16027IN-4ND-CP or equivalent make as approved with 450mm long copper pipe and brass nuts including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each
NS-13 Providing and Fixing Over head Rose shower with revolving joint (with body rotation), 115 mm long shower arm of make Jaquar Cat No: OHS-CHR-1989 or kohler cat no- 16356IN-A-CP or equivalent make as approved complete as directed by Engineer-in-charge Each 3.00
NS-14 Providing and Fixing Soap dish of make Jaquar Continental ACN-CHR-1131 N or kohler cat no- 17524T-CP or equivalent make as approved with PVC / Wooden plugs and screws including making good the walls wherever required complete as directed by Engineer-in-charge. Each 3.00
NS-15 Providing and fixing 6mm thick Clear mirror with bevelled edge on the wall over 6mm thick polycorbonate sheet with ss screw / stud, machine cut in required size, approved shade & colour etc. complete with all respect at all levels as directed by Engineer-in-charge. (Sample of Mirror shall be got approved from Engineer-in-Charge). Each
NS-16 Providing and Fixing 32mm CP Brass bottle trap complete with 250 mm long wall connecting pipe of Jaquar ALD-CHR-769 B or kohler cat no- 16407IN-CP or equivalent make as approved of size including CP Wall flange complete as directed by Engineer-in-charge. Each
NS-17 Providing and fixing white color vitreous China oval shape, under counter wash basin of make of Kohler cat. no. 2211 IN-O or jaquar FLS-WHT-0401 or equivalent as approved of 32mm dia outlet with CP Brass connection, Rubber adopter for waste connection and CI Brackets etc including cutting and making good the walls wherever required complete as per direction of engineer-in-charge. Each 3.00
NS-18 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in alkuminium doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). SqM 15.00
NS-19 Grouting of pressed steel door frames, profile B and Profile C with CC 1:2:4(1 cement:2 sand:4 gardeded agrregate 12.5mm nominal size) CuM 3.00
9 NS-20 NS-13 : NS-01: Supply and filling of good quality moorum under floor in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, consolidating and dressing complete. (Measurement shall be based on compacted volum CU.M 1 276 0.75 207.00
NS23 Supply of earth (Excluding rock & boulder) at site including royalty,carriage and filling in specified area in layer not exceeding 200mm in depth,compacting under optimum moisture condition to achive 95% of proctor density,finishing etc.all complete for all leads and lifts,all labour,material,tools,tackle,equipments,safegaurd and incedential as nessesary as per drawing,specification and direction of Engineerin-Charge Cum 1 100 50 5000.00
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUNATITIES FOR type -D AS PER STANDARD TOWNSHIP DRAWING
SL.No. D.S.R 2021 Item No DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2 (Qty for 01 block)
PART -A SCHEDULE ITEMS - (DSR 2021)
1 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking 2 14 28
1.1.2 EARTH upto 1.00 km. Cum Total excavation
3A 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d
2.6.1 All kind of soil cu.m
3B 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
3C Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). cu.m 27 2.5 2.50 1.00 168.75
4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:
2.10.1 All kinds of soil.
2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia mtrs 2 30 1 30.00
5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cu.m.
Total Excavation Cu.m. 678.91
Deduct PCC Cu.m. -21.38
Deduct RCC in footing Cu.m. -71.42
Deduct RCC in column upto plinth Cu.m. -10.62
Volume of moorum filling below foundations Cu.m. 0.00
6.1 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.
2.26.1 All kinds of Soil Cu.m.
6.2 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cu.m.
FILLING ABOVE GROUND As per block b1 Area 211 0.3 63.30
8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.
A 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cu.m.
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing :
4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum
Parapet wall top 1 70 0.23 0.115 1.85
10 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :
4.3.1 Foundations, footings, bases for columns Sqm
11 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). sqm
At plinth level 1 70 0.23 16.10
12 4.12 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 1 16.10 0.04 6.4 4.12
13 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 1 70 0.23 16.10
14 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. sqm 1 70 0.75 52.50
15 5.9 Centring and shuttering including strutting propping etc. and removal of form for :
A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sq.m.
Footing pedestal 27 2 2 4 0.6 259.20
B 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. U.G.W.T. Sq.m. 1 3 2.6 7.80
C 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sq.m.
FF slab + Roof Slab
Front hall area Sq.m. 1 211.00
D) 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers Sq.m.
E 5.9.6 Columns, pillars, piers abutments posts & struts
RCC Columns upto plinth level Sq.m. 27 2.5 1.66 112.05
Plinth to gf slab Column Sq.m. 27 3.15 1.66 141.18
F) 5.9.7 Stairs (excluding landings) except spiral staircases.
Staircase Waiste slab- HP TO First Floor Sq.m. 2 3.155 1.50 9.47
G) 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. Sqm
H 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sq.m.
Lintel beams over internal doors Sq.m. 1 30 1 0.415 12.45
I 5.9.19 Weather shade, chajjas, corbels etc. including edges. Sq.m.
Window Chajja Sq.m. 2 30 0.6 36.00
edge of chajja 2 30 0.15 9.00
16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured)
5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sq.m. 1 1 22.48 22.48
17 NS21 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete up to plinth level.
NS21 Thermo-Mechanically Treated bars Kg.
Footing Pile footing 30 71.42 2142.45
Comlumn upto plinth lvl 210 10.62 2230.011
Grad slab 65 21.10 1371.5
Plinth beam 145 21.27 3084.3414
Total for Steel upto plinth lvl KG 8828.3024
18 NS22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete above plinth level.
NS22 Thermo-Mechanically Treated bars Kg. As per standard
Columns above plinth level upto Floor V
Columns above plinth level upto Floor V 210 0.32 67.3785
19 5.30 Add for plaster drip corse/groove in plastered surface or moulding to RCC projections. Mtr.
Window chajja 2 1 70 140.00
20 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
5.33.1 All works upto plinth level
sub-total (A) 71.42
PLINTH BEAM Cu.m 2.00 18.96 0.23 0.60 5.23
Sub-total (B) 21.27
Sub-total (C) 21.10
RCC Columns upto plinth level
Sub-Total (D) 10.62 0.15 compact earth
Total 124.41 0.15 PCC
Say 124.41 0.5 Pedestal
b 5.33.2 All works above plinth level upto floor V level 2.1 Depth
GF slab level beam 0.75 Plinth
Sub-Total (A) 15.95
Staircase Waiste slab cu.m 2 3.155 1.50 0.15 1.42
Stair cabin cu.m 1 5.81 3.15 0.15 2.75
Kitchen platform slab cu.m 1 1 4 0.60 0.075 0.18
Sub-Total (B) 29.66
RCC columns from roof level to mumty parapet level cu.m 1 0.23 0.45 3.1 0.32
Sub-Total © 0.32
Total for chajja 3.75
21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal
Upto plinth level quintal 124.41 @.50 qtl/cu.m. 62.20
Above plinth level quintal 49.69 @.50 qtl/cu.m. 24.84
22 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
For surface drain Cu.m. 2 70 0.23 0.3 9.66
23 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.m 2 18.1 0.23 3 24.98
Less winvow 2 13.7 0.23 1.8 11.34
24 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 1 50 3.15 157.50
25 6.15 Extra for providing and placing in position 2 Nos., 6mm dia M.S. bars at every third course of half brick masonry. Sq.m. Qty same as half brick work 157.50
26.1 7.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
26.2 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge
27 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
A) 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble
(i) 8.2.1.1 Area of slab upto 0.50 sqm Sq.m. 1 6 0.5 3.00
(ii) 8.2.1.2 Area of slab over 0.50 sqm Sq.m.
B) 8.2.2 Granite of any colour and shade
(i) 8.2.2.1 Area of slab upto 0.50 sqm Sq.m. 15 1 0.23 3.45
Windpw sill 32 1.5 1.8 86.40
(ii) 8.2.2.2 Area of slab over 0.50 sqm Kitchen platform Sq.m. 1 1 3 0.75 2.25
28 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 4 1 3 12.00
29 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 1 1 1 1.00
32 9.134.1.2.1 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws ::
9.134.1.2.1 30 mm thick shutters
Main door sqm 6 1.05 2.1 13.23
33 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete:
9.46.3 25 mm dia. metre
For Windows 18 1.8 1 32.40
34 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.
Balcony railing 49.5x49.5x3.6 Kgs. 25mm pipe 2.41 kg per meter 3 7.23
verticalsupport
@ 15kg/sq.m. of window area Kg 49.14 @15 kg/m. 737.10
35 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. metre
Toilets D3 metre 5 3 4.95 74.25
36 9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.
9.124.2 Decorative finish (both side wood grained finish) sqm
Toilets D3 sqm 5 1 2.1 0.75 7.88
37 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face ven
9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
D1 (mumty door) Sq.m 1 1 0.90 2.10 1.89
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) SqM 5 5 0.90 2.10 47.25
9.22.1 On one side only 1 1 0.90 2.10 1.89
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: SqM
9.31.2 30 mm thick shutters 49.14
38 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 1 20 1 20.00
39 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Staircase railing 40 mm NB Kgs. 1 9.4 9.4 18 kg per meter 169.20 40mm pipe 3.56 kg per meter 1 3.56
25mm pipe 2.41 kg per meter 3 7.23
verticalsupport
40mm pipe 3.56 kg per meter 1 3.36
40 11.23.5 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
11.23.5 Udaipur green marble sqm
In landings 1 3 2.4 1.2 8.64
Entrance 1 1 2.4 1.43 3.43
41 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 1 24.00 1.5 36.00
42 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Main entry sqm 5 3 0.45 6.75
43 8.31 Providing and Fixing 1st quality ceramic glazed wall tiles conforming to IS 15622(thickness to bespecified by the manufacturer) of approved make in all colours, shades except burgundy, bottle-green, black of any size as approved by the Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement mortar 1:3 (1 Cement:3 Coarse Sand) and jointing with grey cement slurry @ 3.3 kg per sq m including pointing in white cement mixed with pigment of matching shade complete. Sq.m.
In dado of toilet Sq.m. 5 7.1 2.1 74.55
In dado above kitchen platform toilet Sq.m. 1 6 2.1 12.60
44 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Sqm
In toilet Sq.m. 5 2.5 1.5 18.75
45 11.41 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 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
(A) 11.41.2 Size of tile 600 X 600 mm Sq.m.
As per carpet 172.5 172.5
Less toilet floor -18.75
46 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge.
11.48.2 Size of Tile 600x600 mm sqm Qty same as that of flooring 178.91
47 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm Qty same as that of flooring 178.91
48 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 1 10 10.00
49 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
( i ) Single socketed pipes
12.41.2 110 mm diameter metre 5 10 50.00
50 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
A) 12.42.1 Coupler
B) 12.42.3 Single Tee with door
D) 12.42.6 Shoe (Plain)
51 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
52 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 1 8 8.00
53 Providing and fixing PTMT grating of approved quality and colour.
Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 1 8 8.00
54 13.4 12 mm cement plaster of mix : slab 6 MM
13.4.2 1:6 (1 cement : 6 coarse sand). Sq.m.
Ground Floor 190
55 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix :
13.5.2 1:6 ( 1 cement : 6 coarse sand) Sqm.
PERIMITER Internal 1 155.05 3.3 511.665
56 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement :
13.9.1 12 mm cement plaster Sqm. LS 20.00
57 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 Cement : 5 Coarse sand) finished with top layer 6 mm thick cement plaster 1:6 (1 Cement : 6 Fine sand) Sq.m.
58 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:
13.24.2 In two coats Sq.m. LS 180.00
59 13.26 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Sqm Qty same as internal plaster including ceiling except staircase, stilt area 511.67 INCLUDING STAIR
61 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sq.m. 530.00 FULL
62 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
13.83.2 Two coats Qty same as internal plaster including ceiling except staircase, stilt area 511.67
63 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
A 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Qty same as internal plaster including ceiling except staircase, stilt area 511.67
64 13.62.1 Painting with synthetic enamel paint, having VOC(Volatile Organic Compound ) content less than 150 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
13.62.1 Two coats Sqm
MS Work wherever required 150.00
65 16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Sq.m.
Entrance pavement Sq.m. 1 50 1 50.00
66 17.1 Providing and fixing water closet Squatting pan (Indian WC type) with 100 mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever) confirming to IS 7231 with all fittings and fixtures complete including, cutting and making good the walls and floors wherever required.
17.1.1 White vitreous china Orissa pattern WC pan of size 580 mm x 440 mm with integral type foot rest, Each 1 1 1 1.00
67 17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Each 5 1 1 5.00
68.1 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
8.10.2 Granite Stone of approved shade sq.m 3 1 0.6 1.80
68.2 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. Each
68.3 17.25 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. each
68.4 17.76 Providing and fixing PTMT urinal cock of approved quality and colour
17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms each
68 17.10 Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings & brackets cutting and making good the walls wherever required
17.10.1 Kitchen sink with drain board
17.10.1.4 Size 510 x 1040 bowl depth 178 mm Each 1 1 1 1.00
69 17.22A Providing and fixing PTMT Bottle Trap for Wash basin and sink Each 1 1 11 11.00
70 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P . brass screws and washers complete. each 817.95 Each 1 5 1 5.00
71 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88 gms Each 1 5 1 5.00
72 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved qualityand colour
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. Each 5 1 1 5.00
73 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 0 1 1 0.00
74 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover , and cistern fittings, nuts, bolts and gasket etc complete. Each 1 4 1 4.00
75 17.34 Providing and fixing toilet paper holder :
(A) 17.34.1 C.P. brass Each 4 1 1 4.00
76 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.
17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 4 3 1 12.00
77 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes
18.7.2 20 mm nominal outer dia Pipes meter 50.00
18.7.4 32 mm nominal dia Pipes meter 30.00
18.7.5 40 mm nominal dia Pipes meter 10.00
78 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
A 18.8.1 15 mm nominal outer dia Pipes meter 100.00
B 18.8.2 20 mm nominal outer dia Pipes meter 50.00
79 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end)
A 18.17.1 25 mm nominal bore each 4.00
B 18.17.2 32 mm nominal bore. each 4.00
80 18.18 Providing and fixing ball valve (brass) of approved quality High or low pressure with plastic floats complete.
18.18.3 25 mm nominal bore Each 2 1 1 2.00
81 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)
18.19.3 40 mm nominal bore
A) 18.19.3.1 Horizontal Each 1 1 1 1.00
18.19.3.2 Vertical Each 1 1 1 1.00
82 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :
(A) 18.21.2 45 cm length
18.21.2.1 15 mm nominal bore Each 4 2 1 8.00
83 18.22 Providing and fixing CP brass shower rose with 15 or 20 mm inlet.
(A) 18.22.1 100 mm diameter Each 1 5 1 5.00
84 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
(A) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 7 1 7.00
85 18.48 Providing and placing on terrace(at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base suport for tank: per litre 1 1 5000 5000.00
86 18.54 Providing and fixing PTMT bib cock of approved quality and colour
18.54.2 15 mm nominal bore Each 1 1 4 4.00
87 18.55 Providing and fixing PTMT stop cock of approved quality and colour
18.55.2 15 mm nominal bore Each 1 5 1 5.00
88 18.56 Providing and fixing PTMT pillar cock of approved quality and colour.
18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 4.00
89 18.58 Providing and fixing PTMT grating of approved quality and colour
18.58.2 Rectangular tupe with openable circular lid
18.58.2.1 150 mm nominal size square 100mm diametre of the inner hinged round grating Each
For toilets Each 6.00
For kitchen Each 1.00
For wash area Each 1.00
90 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 5.00
91 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
(A) 19.4.3 180x150 mm size P type
19.4.3.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 1 5 5.00
92 19.7 Constructing brick masonry manhole in bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of a neat cement complete as per standard design.
19.7.1 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total wt. of cover and frame to be not less than 38 kg. (wt. of the cover 23 kg and wt. of the frame 15 kg.)
19.7.1.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 5 5.00
93 19.8 Extra for depth for manholes
(A) 19.8.1 Size 90 x 80 cm
19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Meter 9 0.5 4.50
94 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners o
A 21.1.1. fixed portion
For sliding windows SQ.MT 1 49.14 8 kg oer sq,mt 393.12
B 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
(i) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) SQ.M 49.14
94 21.3 Providing and fixing glazing in aluminium door, window,ventilator,shutter and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectual drawings and the directions of Engineer in charge(Cost of aluminium snap beading shall be paid in basic item)
B 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm
qty w ht 0.45 #VALUE!
95 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.
21.8.1 Up to 5mm depth and 5mm width metre
96 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
21.15.3 Polyester powder coated minimum thickness 50 micron aluminium Each
97 22.5 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surfaces.
(ii) Iind course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand ) mixed with water proofing compound in recommended prportion including rounding off junction of vertical and horizontal surfaces.
(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sq.m. of area.
(iv) Ivth course of 400 micron thick PVC sheet. (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sq.m.)
Toilet area 18.75
98 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations.
(a) Applying a slurry coat of neat cement using 2.75Kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b)Laying brick bats with mortar using broken bricks/brick bats 25mm to 1115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of the junctions of walls and slabs.
(c )After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by the Engineer in charge.
(d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-charge.
22.7.1 With average thickness of 120 mm and minimum thickness at Khurra as 65mm Sq.m.
Terrace area- as per plan Sq.m. 210.00
PART-(B) : NON DSR ITEMS(NON SCHEDULED ITEM)
SL.No. Non D.S.R DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2(Qty for 01 block)
1 NS-1 Supply, Diluting & injecting chemical emulsion ecluding of the cost of the chemical emulsion) for PRE-CONSTRUCTIONAL ANTI TERMITE treatment and creating a continuos chemical barrier under all round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes, conduits etc. complete as per specifications. (Plinth area of the building at ground floor only shall be measured for payment)
(A) Chloropyriphos/Lindane emulsifiable concentrate of 20% Sq.m. 211.00
Plinth area Sq.m. 210.00
2 NS-2 Providing and fixing rubber shock absorbers of minimum 25 mm dia and 40 mm length to be fixed on back side of door including screws and nuts etc. all complete. Each
3 NS-3 Providing and placing cinder/brick bat filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation, curing, (mix shall be one part of cement mortar 4 parts of Cinder/brickbat finishing the same with the cement mortor 1:4 (1cement:4 coarse sand) by adding water proofing compound as per manufacturers recommendations including providing 25mm dia PVC drain pipe of required length. For toilet and Kitchen sunkun portions Cu.m
Toilet area 18.75
4 NS-4 Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592-1992 of PRICE/SUPREME/FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. confirming to DIN 19561, DIN 19534, IS 14735-99, IS-5382, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose)
NS-4A A 40mm outer dia. Metre
In toilets 20.00
In kitchen 10.00
NS-4B B 75mm outer dia.
In toilets Metre 20.00
In kitchen Metre 10.00
NS-4C C 110mm outer dia.
5 NS-8 Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete.
Toilets Each 12 12.00
Kitchen Each 1 1 1 1.00
6 NS-6 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clrestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50mm all complete.
With anodised aluminium beading in aluminium window shutter leaf. Sq.m. 15 1.5 1.8 1 1.2 48.60
7 NS-7 Providing & fixing Hindware/Jaquar make or equivalent bathroom accessories including cutting wall/making holes and making good the surface with the same finish as directed by the Engineer in charge.
NS 7A A CP brass high flow single lever concealed diverter with body and plate for bath and shower system.
Batch cum WC Each 4.00
NS 7B B CP brass hand shower (Health faucet) for WC/EWC system
Batch cum WC Each 4.00
NS-7C C CP Concealed flush valve 32 mm of make Jaquar FLV-CHR-1095 or equivalent make as approved complete. Each 4.00
NS-8 Forming groove of uniform size in the external plaster surface as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
20 mm wide and 6 mm deep groove metre 90.00
NS-9 Providing and fixing C.P. brass towel ring of make kohler cat no- 17528T-CP or Jaquar Continental: ACN-CHR-1121N or equivalent make fixed with PVC cleats and brass screws including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00
NS-10 Providing and Fixing Towel rack with single rail of make Jaquar -Cat No: AHS-CHR-1581 or ,kohler cat no- 17529T-CP or equivalent as approved with Rawl Plugs and brass screws complete as directed by Engineer-in-charge. Each 4.00
NS-11 Providing and fixing liquid soap dispenser horizontal /vertical matt finish with simple push lever of make Jaquar ACN-CHR-1137N or Kohler cat K -10712D-CP or equivalent as approved including cutting and making good the walls, wherever required complete as directed by Engineer-in-charge. Each 4.00
NS-12 Providing and Fixing C.P. brass Central Hole basin mixer without pop up waste system of make Jaquar Model: CON-CHR-167KNB or kohler cat no- 16027IN-4ND-CP or equivalent make as approved with 450mm long copper pipe and brass nuts including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00
NS-13 Providing and Fixing Over head Rose shower with revolving joint (with body rotation), 115 mm long shower arm of make Jaquar Cat No: OHS-CHR-1989 or kohler cat no- 16356IN-A-CP or equivalent make as approved complete as directed by Engineer-in-charge Each 4.00
NS-14 Providing and Fixing Soap dish of make Jaquar Continental ACN-CHR-1131 N or kohler cat no- 17524T-CP or equivalent make as approved with PVC / Wooden plugs and screws including making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00
NS-15 Providing and fixing 6mm thick Clear mirror with bevelled edge on the wall over 6mm thick polycorbonate sheet with ss screw / stud, machine cut in required size, approved shade & colour etc. complete with all respect at all levels as directed by Engineer-in-charge. (Sample of Mirror shall be got approved from Engineer-in-Charge). Each 4.00
NS-16 Providing and Fixing 32mm CP Brass bottle trap complete with 250 mm long wall connecting pipe of Jaquar ALD-CHR-769 B or kohler cat no- 16407IN-CP or equivalent make as approved of size including CP Wall flange complete as directed by Engineer-in-charge. Each 4.00
NS-17 Providing and fixing white color vitreous China oval shape, under counter wash basin of make of Kohler cat. no. 2211 IN-O or jaquar FLS-WHT-0401 or equivalent as approved of 32mm dia outlet with CP Brass connection, Rubber adopter for waste connection and CI Brackets etc including cutting and making good the walls wherever required complete as per direction of engineer-in-charge. Each 4.00
NS-18 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in alkuminium doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). SqM 15.00
NS-19 Grouting of pressed steel door frames, profile B and Profile C with CC 1:2:4(1 cement:2 sand:4 gardeded agrregate 12.5mm nominal size) CuM 3.00
9 NS-20 NS-13 : NS-01: Supply and filling of good quality moorum under floor in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, consolidating and dressing complete. (Measurement shall be based on compacted volum CU.M 1 211 0.75 158.25
पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUANTITIES FOR Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name of Package: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(SCHEDULE OF RATES AND PRICES)
Bidder’s Name and Address (Sole Bidder) : To:
Name : Contract Services
Address : Power Grid Corporation of India Ltd.,
Western Region Transmission syatem -II
Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Installation Charges- Sch 3C:-Schedule Items for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Sl. No. Activity Header / Substation Name Service Code SAC Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description (DSR'2020 Items- Horticulture Works) Unit Total Qty. Unit Erection Charges Deduction of GST factor considered in DSR Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST
(Service Accounting Codes)
PART -A : Schedule Items as per DSR 2020 (Horticulture works)
1.0 Gwalior SS 170003412 998597 18% 2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). Cum. 44 515.6 --- 515.6 22686.4 4083.552
2.0 Gwalior SS 170003412 998597 18% 2.3 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). Cum. 44 294 --- 294 12936 2328.48
3.0 Gwalior SS 2.4 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
4.0 Gwalior SS 170003416 998597 18% 2.4.1 Screened through sieve of I.S. designation 20 mm Cum. 44 254.15 --- 254.15 11182.6 2012.868
5.0 Gwalior SS 170003416 998597 18% 2.8 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). cum 44 52.35 --- 52.35 2303.4 414.612
Total of Schedule Items as per DSR'2020 ₹ 49,108.40 ₹ 8,854.51 #REF!
Add percentage (%) above/below +/- on DSR 2020 Rates (to be quoted by contractor) 0.000%
Add Amount above/below +/- on the amount for DSR Items as per quoted percentage 0.00 0.00
Total of Schedule Items Part IIIA ₹ 49,108.40
Total Tax ₹ 8,854.51
Date: #REF! Name: #REF!
Place: #REF! Designation: #REF!
पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUANTITIES FOR Construction of Residential Quarters, Guest House and Community Center including parking shed, concrete roads, Drains and Culverts, water supply & Sewerage system at Itarsi S/s under O&M Add CAP in tariff block 2019-24.
BILL OF QUANTITY FOR: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name of Package: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(SCHEDULE OF RATES AND PRICES)
Bidder’s Name and Address (Sole Bidder) : To:
Name : Contract Services
Address : Power Grid Corporation of India Ltd.,
Western Region Transmission syatem -II
Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Installation Charges- Sch 3D: Schedule Electrical Items for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
WESTERN REGION - II, VADODARA
COST ESTIMATE FOR INTERNAL ELECTRIFICATION WORKS OF Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
S. No. Activity Header / Substation Name DSR (E&M 2022 Item No.) (Service Accounting Codes) Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) DESCRIPTION OF ITEMS UNIT Total Quantity Rate (Rs.) Amount (Rs.) Deduction of GST factor considered in DSR Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST
1 Gwalior SS 1.10.2 995461 18% Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. ( Group B) Point 90 1182 106380 0.1405 1036.39 93274.88 16789.48
2 Gwalior SS 1.25 995461 18% Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. Each 11 369 4059 0.1405 323.54 3558.97 640.61
3 Gwalior SS 1.31 995461 18% Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. Each 33 477 15741 0.1405 418.24 13801.84 2484.33 16286.17273
4 Gwalior SS 1.32 995461 18% Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. Each 9 586 5274 0.1405 513.81 4624.29 832.37 5456.65936
5 Gwalior SS 1.57 995461 18% Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required. Each 7 727 5089 0.1405 637.44 4462.08 803.17 5265.252082
6 Gwalior SS 1.18 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 0
8 Gwalior SS 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 0
10 Gwalior SS 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 0
11 Gwalior SS 1.24.6 995461 18% Telephone socket outlet Each 7 148 1036 0.1405 129.77 908.37 163.51 1071.880754
11 Gwalior SS 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
16 Gwalior SS 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator).
19 Gwalior SS 2.1 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0
21 Gwalior SS 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0
24 Gwalior SS 5.4 998739 18% Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2. 7 metre lone etc. with charcoal/ coke and salt as required Each 1 7472 7472 0.1405 6551.51 6551.51 1179.27 7730.784744
25 Gwalior SS 5.11 998739 18% Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-fillinq etc. as required. Meter 10 706 7060 0.1405 619.03 6190.27 1114.25 7304.515563
Total Schedule Item 326514.69 58772.64 385287.3301
Add percentage (%) above/below +/- on DSR 2022Rates (to be quoted by contractor) 0.000%
Add Amount above/below +/- on the amount for DSR 22 Items as per quoted percentage 0.00 0.00
Total of Schedule Items Part IIIA ₹ 326,514.69
Total Tax ₹ 58,772.64
पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड
POWER GRID CORPORATION OF INDIA LTD.
WRTS-II,RHQ,VADODARA
BILL OF QUANTITIES FOR Construction of Residential Quarters, Guest House and Community Center including parking shed, concrete roads, Drains and Culverts, water supply & Sewerage system at Itarsi S/s under O&M Add CAP in tariff block 2019-24.
BILL OF QUANTITY FOR: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name of Package: Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(SCHEDULE OF RATES AND PRICES)
Bidder’s Name and Address (Sole Bidder) : To:
Name : Contract Services
Address : Power Grid Corporation of India Ltd.,
Western Region Transmission syatem -II
Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Installation Charges- Sch 3E: Non-Schedule Electrical Items for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
WESTERN REGION - II, VADODARA
COST ESTIMATE FOR INTERNAL ELECTRIFICATION WORKS OF Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Sl. No. Activity Header / Substation Name DSR (E&M0 2022 Item No. (Service Accounting Codes) Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) DESCRIPTION OF ITEMS UNIT Total Quantity Rate (Rs.) Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST
1 Gwalior SS 1.10.2 995461 18% Supply and installation of Ceiling light surface mounted 2x2 36W LED luminaire having CRI≥80, PF≥0.9,IP 20 protection complete with diffuser and lamp having minimum two years warranty for Living/drawing room area as per drawing, civil layout, site condition and direction of engg-in-charge. Nos 5 0.00 0.00 0.00
2 Gwalior SS 1.25 995461 18% Supply and installation of Decorativ, Ceiling light surface mounted having CRI ≥ 80 PF≥0.9,IP 20 protection, ≥80 lumens/watt with electronic driver and 12W LED lamp having minimum life 50000 burning hours and minimum 2 years warranty. Pre-wired with 230V rated and suitable for 1.5 sqmm wire connection ready to use as per drawing, civil layout, site condition and direction of engg-in-charge. Nos 21 0.00 0.00 0.00
3 Gwalior SS 1.31 995461 18% Supplying,delivery,erecting, testing and commissioning of environment friendly energy efficient sleek energy saver luminaire of 20W LED light fixture having CRI≥80, PF≥0.9,IP 20 protection, life minimum 50000 burning hours and minimum two years waranty. Pre-wired with 230V having in-built driver pre-fitted with lamp having high efficacy of greater than or equal to 100 lm/W along with other accessories connected with necessary 1.5 sq.mm flexible wire as required as per interior layout, site condition and direction of engg-in-charge. Nos 13 0.00 0.00 0.00 0
4 Gwalior SS 1.32 995461 18% Supplying,delivery,erecting, testing and commissioning of asthetically designed decorative wall/ceiling mounting fixture along with suitable 15W retrofit LED lamp having CRI≥80, PF≥0.9,IP 20 protection ,minimum two years warranty life minimum 50000 burning hours. Pre-wired with 230V rated and suitable for 1.5 sqmm wire connection ready to use as per drawing, civil layout, site condition and direction of engg-in-charge. Nos. 18 0.00 0.00 0.00 0
5 Gwalior SS 1.57 995461 18% Supply delivery,testing and erecting 10 Watt LED Mirror Light fixture with minimum two years warranty having CRI≥80, PF≥0.9, life minimum 50000 burning hours . Pre-wired with 230V rated and suitable for 1.5 sqmm wire connection ready to use as per drawing, civil layout, site condition and direction of engg-in-charge. Nos. 10 0.00 0.00 0.00 0
6 Gwalior SS 1.18 995461 18% Supplying, erecting, testing and commissioning of high speed 48" (1200mm sweep) , 350 RPM , Air Delivery 220 CMM ,BLDC ceiling fan with condenser A.C. 230V, 50 cycles with canopy, down rod upto 300mm length with rubber bushing, bolts & nuts in the provided fan hook box of required size complete erected of Havells Efficiencia Neo model or Equivalent make. Nos. 11 0.00 0.00 0.00 0
7 Gwalior SS 1.18.2 995461 18% Supplying, delivery,erecting, testing and commissioning of exhaust fan of 1200 RPM of 250mm size Air Delivery 860 CMH Made of High quality engineering plastic resistant to colour change with anti static properety with bracket blades complete for light duty suitable for operate 230V 50Hz, AC supply. with cawl for using in Kitchen Havells Ventilair DX model or Equivalent make. Nos. 7 0.00 0.00 0.00 0
8 Gwalior SS 1.21 Supplying and fixing 63 A rating, 415 V, 15 kA, "C" curve, FOUR POLE miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0
Total Schedule Item 0.00 0.00 0
(SUMMARY OF TAXES & DUTIES)
Name Contract Services
Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,
…….. …… ………. ………. Western Region Transmission syatem -II
…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Sl. No. Item Nos. Total Price (in ₹)
1 TOTAL GST on Services
a. Total GST on Supply & Installation Services (indentified in Schedule-3A) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 2100512.43
b. Total GST on Supply & Installation Services (indentified in Schedule-3B) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 0.00
c Total GST on Supply & Installation Services (indentified in Schedule-3C) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 8854.51
d Total GST on Supply & Installation Services (indentified in Schedule-3D) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 58772.64
e Total GST on Supply & Installation Services (indentified in Schedule-3E) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 0.00
2 GRAND TOTAL [a+b+c+d] 2168139.58
Grand Summary for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Name #REF! Contract Services
Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,
…….. …… ………. ………. Western Region Transmission syatem -II
…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,
Sama - savli road, vadodara-390008
Sl. No. Description Total Price (INR)
Service/Installation Charges
A TOTAL SCHEDULE NO.-3A
1 Supply & Installation Charges- Schedule Civil Items 1166,95,13.47
B TOTAL SCHEDULE NO.-3B
1 Installation Charges- Non-Schedule Civil Items 0
C TOTAL SCHEDULE NO.-3C
1 Supply & Installation Charges- Schedule Horticulture Items 4,91,08.40
D TOTAL SCHEDULE NO.-3D
1 Supply & Installation Charges- Schedule Electrical Items 32,65,14.69
E TOTAL SCHEDULE NO.-3E
1 Supply & Installation Charges- Non Schedule Electrical Items ,,0.00
Total of Service/Installation Charge (ITEMS TAB: Item 01 for BID PRICE SUMMARY Statement ) 1204,51,36.56
Total GST against Service/Installation Charge (ITEMS TAB: Item 02 for BID PRICE SUMMARY Statement ) 216,81,39.58
Grand Total ₹ 14,213,276.14
Date : #REF! Printed Name : #REF!
Place : #REF! Designation : #REF!
Name of Package : Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Package No : CIVIL Works Package Rfx No.: 5001000872
Specification No. : WR2/NT/W-CIVIL/DOM/G01/24/14946
Completion Period 9 Months
: Attachments : General guidelines for filling up the Attachments : CIVIL Works Package Rfx No.: 5001000872 :
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Specification No.: WR2/NT/W-CIVIL/DOM/G01/24/14946
1 Fill up only green shaded cells in the relevent attachments.
2 Attachments 3(JV), 3(QR), Attach QR, 4, 4(A), 4(B), 5, 6, 7, 9, 10, 11, 12, 13, 14, 15, 16, 17,18, 19 and Bid Form for 1st Envelope are included here.
3 Attachment 1 Bid Security : Applicable
4 Attachment 2 Power of Attorney : No specific format is provided by POWERGRID. Bidder may use their own format.
5 Attachment 8 Manufacturer’s Authorisation Form : Not Applicable
6 Attachment 14 Integrity Pact : To be submitted as per ITB Clause No. 9.3(n) and as per remarks in the Attach 14-IP.
7 Attachment 18 Safety Pact : Not Applicable
8 Attachment 19: Declaration of Key Managerial Person jointly with Power of Attorney holder
9 Attachment 20: Notarized Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order
10 Attachment 22: Declaration by the Bidder and its proposed Associate regarding events encountered pursuant to ITB Clause 2.1
11 Attachment 23: Not applicable
12 Attachment 24: Land Sharing Certification by the Bidder as per DoE Order pursuant to ITB Clause 2.2
13 Attachment 25: Undertaking regarding submission of original/Hard copy part of the bid
14 Attachment 26: Not applicable
15 Attachment 27: Not applicable
16 Attachment 28:Not Applicable
Note : Enable the Active X Control & Macros. Also ensure to keep option of "Trust acess to VBA project object Model" cheched [√]. Ensure that you work on MS Excel 2007 or higher version.
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
WR2/NT/W-CIVIL/DOM/G01/24/14946 Sole Bidder 1
Yes JV (Joint Venture) 2 or More
Enter following details of the bidder No
Specify type of Bidder [Select from drop down menu] Sole Bidder Sole Bidder 2 0
Address of Bidder
Whether the bidder is an MSE (Micro & Small Enterprise) 0 2 2 0 2019
Enter the Name of Registration Authority 2020
E-mail ID of Bid Signatory
Mobile No. of Bid Signatory
Tel No. of Bid Signatory
Fax No. of Bid Signatory MSE 0
Name of other Partner Ram Lal
Address of other Partner G5
Name of other Partner - 2 (more, if any)
Address of other Partner - 2 (more, if any)
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-3(JV) Sole Bidder
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Joint Venture Agreement and Power of Attorney for Joint Venture*)
Bidder’s Name and Address : To:
Contract Services & Ram Lal
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
This Attachment is Not Applicable
Name(s) and Addresse(s) of other partner(s)
The Joint Venture Agreement (as per the proforma attached at no. 15 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) and Power of Attorney for Joint Venture (as per the proforma attached at no. 14 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) are enclosed herewith Sole Bidder
Date : -- Printed Name : 0
Place : Designation : 9
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-3(QR)
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Qualifying Requirement Data)
Bidder’s Name and Address (Lead Partner of) : To:
Contract Services
Name: 0 Power Grid Corporation of India Ltd.,
Address: 0 "Saudamini", Plot No. 2, Sector 29
0 Gurgaon (Haryana) - 122001
In support of the Qualification Requirements (QR) for bidders, stipulated in Annexure-A (BDS) of the Section - III (BDS), Volume-I & Additional Information required as per ITB clause 9.3(c) of the Bidding Documents, we furnish herewith our QR data/details along with other information, as follows herewith our stipulations have been reproduced in italics for ready reference, however, in case of any discrepancy the QR as given in BDS shall prevail).
* We have submitted bid as individual firm.
* We have submitted bid as joint venture of following firms :
(ii) #REF! 2 or more
(* Strike-off whichever is not applicable)
[For details regarding Qualification Requirements of a Joint Venture, please refer para 4.0 below.]
We are furnishing the following details/document in support of Qualifying requirement for the subject package.
A Attached copies of original documents defining :
a) The constitution or legal status;
b) The principal place of business;
c) The place of incorporation (for bidders who are corporations); or the place of registration and the nationality of the Owners (for applicants who are partnerships or individually-owned firms).
B Attached original & copies of the following documents :
a) Written power of attorney of the signatory of the Bid to commit the bidder.
b) Joint Venture Agreement.
1.0 GENERAL INFORMATION
Bidder is required to provide general information as per the following format.
[Where the Bidder proposes to use named subcontractor(s) for critical components of the works or for work contents in excess of ten (10) percent of the bid price, the following information should also be supplied for the subcontractor(s)].
S No. Particulars Name of the Bidder
1 Name of the Firm
2 Head Office/ Registered Office Address
5 Contact Person
6 Place of Incorporation/ Registration
7 Year of Incorporation/ Registration
8 Nationality of
9 Whether the bidder is an MSE (Micro & Small Enterprise). If Yes, attach Documentary Evidence with the Bid. No
10 Whether the Bidder is a Start-Ups Company (as defined by DIPP). If Yes, attach Documentary evidence with the Bid.
2.0 TECHNICAL REQUIREMENTS {Reference para 1.0 of Annexure-A (BDS)}
2.1 TECHNICAL EXPERIENCE
2.1.1 Route-1: The bidder must have designed, manufactured, tested & supplied 715 kV or higher voltage class one (1) number 1-phase Transformer of at least 500 MVA capacity or at least three (3) numbers 1-phase Transformers each having a capacity of at least 166 MVA, and the same transformer (s) should have been in satisfactory operation# for at least two (2) years on the date of bid opening as originally scheduled i.e., as on .………….(date to be inserted by CS department at the time of NIT).
2.1.2 Route-2: The bidder (s) who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the Collaborator(s) for the equipment(s) can also be considered qualified provided, The bidder must have manufactured in India, type tested 715 kV or higher voltage class either One (1) no. 1-phase Transformer of at least 166 MVA capacity or One (1) no. 1-phase Reactor of at least 80 MVAR capacity and the same should have been supplied as on the date of bid opening as mentioned above based on technological support of Collaborator(s) provided that:- a) Collaborator(s) meets the Technical Experience criteria stipulated in Route-1. b) A legally enforceable undertaking jointly by Bidder and the Collaborator(s) (as per enclosed format in---------- of bidding document) is furnished along with the bid, to guarantee quality, timely supply, performance and warranty obligations for Five(5) years for entire quantity to be manufactured and supplied from the works in India and a confirmation letter from the Collaborator(s) along with the bid stating that Collaborator(s) shall furnish performance guarantee for an amount of 10% of the cost of such equipment(s). This performance guarantee shall be in addition to contract performance guarantee to be submitted by the bidder.
2.1.3 Route-3: In case, the bidder is an Indian Entity established as Subsidiary/JVC/Group company by its parent/principal, who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the parent/principal for the equipment(s) can also be considered qualified provided, The bidder must have manufactured in India, type tested 715 kV or higher voltage class either One (1) no. 1-phase Transformer of at least 166 MVA capacity or One (1) no. 1-phase Reactor of at least 80 MVAR capacity and the same should have been supplied as on the date of bid opening as mentioned above based on technological support of Parent/ principal company provided that:- a) Parent / Principal Company meets the Technical Experience criteria stipulated in Route-1. b) A legally enforceable undertaking jointly by Bidder and the parent/ principal company (as per enclosed format in---------- of bidding document) is furnished along with the bid, to guarantee quality, timely supply, performance and warranty obligations for Five(5) years for entire quantity to be manufactured and supplied from the works in India and a confirmation letter from the parent/principal company along with the bid stating that parent/ principal company shall furnish performance guarantee for an amount of 10% of the cost of such equipment(s). This performance guarantee shall be in addition to contract performance guarantee to be submitted by the bidder.
In case bidder is a holding company, the technical experience referred to in para 2.1.1, 2.1.2 & 2.1.3 above shall be of that holding company only (i.e. excluding its subsidiary/group companies). In case bidder is a subsidiary of a holding company, the technical experience referred to in para 2.1.1, 2.1.2 & 2.1.3 above shall be of that subsidiary company only (i.e. excluding its holding company).
#satisfactory operation means certificate issued by the Employer certifying the operation without any adverse remarks.
2.1.4 Using the following format, each Bidder (individual firms or partners of a joint venture) is requested to list the experience as detailed above, on the basis of which the Bidder wishes to qualify. The information is to be summarised using following format for each experience of the Bidder
(The bidder shall attach documentary evidence, such as copies of utility certificates for completed contracts and copies of award letters etc. for ongoing contracts in support of his experience as listed in the following proforma for each Contract with the help of "Attach" Buttons provided in table given below).
2.2 Kindly mention below, whether 765 kV/ 400kV transformer(s) are being offered from Bidder himself OR from a qualified manufacturer [required to ascertain compliance to QR provision mentioned at para 1(C ), Annexure-A(BDS)].
(A) 765 kV Transformers being offered:
2.3 Format-A: (ROUTE-1) for 765kV Auto Transformer:
Format for the Bidder/ Collaborator/ Parent/Principal Company/Qualified Manufacturer of the Bidder who must have designed, manufactured, tested & supplied 715kV or Higher Voltage class Transformer in support of meeting the technical experience requirement of para 1(A) 1.1, Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents)
1 Name of Bidder/Qualified Manufacturer (as applicable) : 0 0
2 Name & Address of the Collaborator/Parent /Principal Company (if applicable) 0
3 Name of Contract Undertaken (for 715kV or Higher Voltage class Transformers)
4 Contract Reference No. & Date of Award
5 Name and Address of the Employer/Utility for whom the Contract was executed by the firm
6 Voltage Level of Transformer erected under the Contract (Indicate 715kV or above class only)
7 Indicate Number of Transformer(s) under the above contract (1 phase Transformers with rating not less than 500 MVA OR Transformers in Banks of 3 single phase units of at least 166 MVA each)
8 MVA capacity of above mentioned 1-phase units
9 Name of the substation or switchyard
10 No. of years, the above Transformer are in operation as on the date of bid opening. (Originally Scheduled)
11 Scope of work involved under the Contract
(Tick whichever is/are applicable) of Transformer of Transformer of Transformer
12 Details of documents uploaded in support of the above stated experience
2.4 Format-B: (ROUTE-2) for 765kV Auto Transformer:
Format for Bidder(s)/ Manufacturer [who have established production line and testing facilities in India for 715kV or above class Transformer based on Technology Support of Collaborator(s)], in support of meeting the requirement of para 1(A) 1.2 (Route-2), Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents
a Name of Bidder/Manufacturer
b Whether Bidder/Manufacturer has established production line and testing facilities in India for 715 kV or above class Transformer on the technological support of the Collaborator(s) ?
c Name of the Collaborator {The qualifying data/details for collaborator for the equipment is to be furnished in Format-A above)
Data/details of the Bidder/Manufacturer wishes/proposes to qualify through Route-2(Para 1.2, Annexure-A (BDS)), to be furnished below:
1 Name of Contract Undertaken
2 Contract Reference No. & Date of Award
3 Name and Address of the Employer/Utility for whom the Contract was executed by the Bidder
4A Indicate details below in case Contract executed for Transformer
(i) Voltage Level of Transformer manufactured & type tested under the Contract based on technological support of Collaborator. (Indicate 715kV or above class only)
(ii) MVA capacity of the above mentioned single phase Transformers
(iii) Indicate Number of Transformer(s) under the contract (Indicate nos. of single phase Transformer of atleast 166MVA)
(iv) Name of the substation or switchyard
(v) Date as on which the above mentioned Transformers supplied
(vi) whether the above Transformers are in operation as on the date of bid opening(originally scheduled).(Yes/No)
(vii) Scope of work involved under the Contract
(Tick whichever is/are applicable)
of Transformer of Transformer of Transformer
4B Indicate detail below in case Contract executed for Reactor
i Voltage Level of Reactor manufactured & type tested under the Contract based on technological support of Collaborator. (Indicate 715kV or above class only)
ii MVAR capacity of the above mentioned single phase Reactors
iii Indicate Number of Reactor(s) under the contract (Indicate nos. of Reactor(s) of at least 80 MVAR each)
iv Name of the substation or switchyard
v Date as on which the above mentioned Reactors are supplied.
vi whether the above Reactors are in operation as on the date of bid opening(originally scheduled).(Yes/No)
vii No. of years, the above Reactors are in operation as on the date of bid opening (originally scheduled).
vii Scope of work involved under the Contract
(Tick whichever is/are applicable) for Reactor for Reactor for Reactor
5 Whether collaborator(s) meets the technical experience criteria stipulated at 2.1.1 above, and the details of which is mentioned at Format-A above. (Applicable for the Bidder wish/proposes to qualify through Route-2 of Annexure-A(BDS)) Yes
6 Whether legally enforceable undertaking jointly by Bidder/Manufacturer and the Collaborator(s) (as per enclosed format in Section-VI: Sample Forms and Procedures of bidding document) is furnished along with the bid. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-2 of Annexure-A(BDS))
7 Confirmation letter from the Collaborator along with the bid stating that Collaborator shall furnish performance guarantee, in addition to contract performance guarantee to be submitted by the bidder, for an amount of 10% of the cost of equipment(s) to be manufactured and supplied from the works in India. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-2 of Annexure-A(BDS)) (Choose whichever is applicable from the drop down menu)
8 Details of documents uploaded in support of the above stated experience
2.5 Format-C: (ROUTE-3) for 765kV Auto Transformer:
Format for Manufacturer of the Bidder/ Indian entity established as Subsidiary/ JVC/ Group Company by its Parent/ Principal, who have established production line and testing facilities in India for 715kV or above class Transformer, in support of meeting the requirement of para 1(A) 1.3, Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents)
a Name of Bidder/ Manufacturer
b Whether the bidder is an Indian Entity established as Subsidiary/JVC/Group company by its parent/principal, who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the parent/principal?
c Name & Address of the Parent/Principal Company {The qualifying data for the Parent/Principal Company for the equipment is to be furnished in Format-A above)
Data/details of the Bidder/Manufacturer wishes/proposes to qualify through Route-3 (Para 1.3, Annexure-A (BDS)), to be furnished below:
1 Name of Contract Undertaken
2 Contract Reference No. & Date of Award
3 Name and Address of the Employer/Utility for whom the Contract was executed by the firm
4A Indicate detail below in case Contract executed for Transformer
i Voltage Level of Transformer manufactured & type tested under the Contract . (Indicate 715kV or above class only)
ii Indicate Number of Transformer(s) under the contract (Indicate nos. of single phase Transformer of atleast 166MVA )
iii MVA capacity of the above mentioned single phase Transformers
iv Name of the substation or switchyard
v Date as on which the above mentioned Transformers supplied
vi whether the above Transformers are in operation as on the date of bid opening(originally scheduled).(Yes/No)
vii No. of years, the above Transformers are in operation as on the date of bid opening (originally scheduled).
viii Scope of work involved under the Contract
(Tick whichever is/are applicable) of Transformer of Transformer of Transformer
4B Indicate detail below in case Contract executed for Reactor
i Voltage Level of Reactor manufactured & type tested under the Contract (Indicate 715kV or above class only)
ii MVAR capacity of the above mentioned single phase Reactors
iii Indicate Number of Reactor(s) under the contract (Indicate nos. of Reactor(s) of at least 80 MVAR )
iv Name of the substation or switchyard
v Date as on which the above mentioned Reactors are supplied.
vi whether the above Reactors are in operation as on the date of bid opening(originally scheduled).(Yes/No)
vii No. of years, the above Reactors are in operation as on the date of bid opening(originally scheduled)..
viii Scope of work involved under the Contract
(Tick whichever is/are applicable) for Reactor for Reactor for Reactor
5 Whether Parent/Principal company(s) meets the technical experience criteria stipulated at 2.1.1 above, and the details of which is mentioned at Format-A above. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-3 of Annexure-A(BDS))
6 Whether legally enforceable undertaking jointly by Bidder/Manufacturer and the Parent/Pricipal company(s) (as per enclosed format in Section-VI: Sample Forms and Procedures of bidding document) is furnished along with the bid. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-3 of Annexure-A(BDS))
7 Confirmation letter from the Parent/Principal Company along with the bid stating that Parent/Principal Company shall furnish performance guarantee, in addition to contract performance guarantee to be submitted by the bidder, for an amount of 10% of the cost of equipment(s) to be manufactured and supplied from the works in India. (Applicable for the Bidder wish/proposes to qualify through Route-3 of Annexure-A(BDS))
8 Details of documents uploaded in support of the above stated experience
3.0 Financial Position {Reference para 2.0 of Annexure-A (BDS)}
a) Net Worth for last 3 financial years should be positive.
b) Minimum Average Annual Turnover^ (MAAT) for best three (3) years i.e. 36 months out of last five (5) financial years of the bidder should be Rs. 1451.18 million or equivalent for Auto Transformer TR09. ^ Annual gross revenue from operations/gross operating income as incorporated in the profit & loss account excluding other income”.
c) Bidder shall have liquid assets (L.A.) or/and evidence of access to or availability of credit facilities of not less than Rs. 241.86 million or equivalent for Auto Transformer TR09.
Note: (i) In case bidder is a holding company, the Financial Position criteria referred to in para 3.0 above shall be that of holding company only (i.e. excluding its subsidiary / group companies). In case bidder is a subsidiary of a holding company, the Financial Position criteria referred to in para 3.0 above shall be that of subsidiary company only (i.e. excluding its holding company). (ii) In case bidder has established manufacturing facility in India and yet to complete three (3) financial years, the Net Worth and average of the turnover as per financial statement for completed financial years shall be considered for the purpose of compliance to the specified Net Worth and MAAT requirements. (iii) In case of bidder qualifying through Route-3 but not meeting the Financial Position requirement as per note (i) read along with note (ii) above, the following shall be applicable: In case bidder is yet to complete five (5) years from the date of commercial production of such equipment(s) but no later than seven (7) years from the date of incorporation of the said company as on the originally scheduled date of bid opening as above, the financial position requirement as per para 3.0 (b) & (c) of parent/principal company providing collaboration for technological support shall be considered. However, once he meets the turnover requirement on their own or completes five (5) years from the date of commercial production of such equipment (s) in India but no later than seven (7) years from the date of incorporation as on the originally scheduled date of bid opening as above, the financial position requirements as specified at 3.0 (b) and (c) above shall be required to be met by such bidder on their own as per note (i) above and not based on their parent/principal company. Further, in case the bidder is yet to complete one (1) financial year, the Net worth requirement as per para 3.0 (a) above of parent/principal shall be considered.
(iv) Relaxation for Start-Ups^/ MSEs Start-Ups^/ MSEs, meeting the specified requirements at Para 3.0 (a) above in Financial Position shall also be considered qualified if they meet Eighty (80) % of the requirement specified at Para 3.0 (b) & 3.0 (c) above in Financial Position. ^ Start-Ups as defined by DIPP, applicable as on the originally scheduled date of bid opening.
{In support of its ‘Financial Position’, in line with the above, the Bidder or Company/Constituents must provide the relevant information in support of the same, along with documentary evidence, in the following format}
4.0 Financial Qualification Data: 2 or more
4.1 Name of the Bidder
Networth (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data
Sl No Financial year
For the FY of immediately preceding the date of submission of bid.
B Turnover details:
Turnover (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data
Sl No Financial year
For the FY of immediately preceding the date of submission of bid.
Average Annual Turnover for best Three Years is
C Liquid Assets
LA (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data
Details of evidence of having Liquid assets (LA)
Details of evidence of access to or availability of credit facilities
5.0 Financial Qualification Data for Parent/Principal Company (If Applicable):
5.1 Name of the Bidder
Details of documentary evidence submitted in support of Qualification Data
Networth (in Rs. Millions)
Sl No Financial year
For the FY of immediately preceding the date of submission of bid.
B Turnover details:
Details of documentary evidence submitted in support of Qualification Data
Turnover (in Rs. Millions)
Sl No Financial year
For the FY of immediately preceding the date of submission of bid.
Average Annual Turnover for best Three Years is
C Liquid Assets
LA (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data
Details of evidence of having Liquid assets (LA)
Details of evidence of access to or availability of credit facilities
Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data
Networth (in Millions)
Sl No Financial year
Do you have audited results for FY 2016-17 Yes
*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)
B Turnover details:
Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data
Turnover (in Millions)
Sl No Financial year
Do you have audited results for FY 2016-17 Yes
*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)
C Liquid Assets
LA Equivalent US$ (in Million)
Details of evidence of having Liquid assets (LA)
Details of evidence of access to or availability of credit facilities
Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data
Networth (in Millions)
Sl No Financial year
Do you have audited results for FY 2016-17 Yes
*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)
B Turnover details:
Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data
Turnover (in Millions)
Sl No Financial year
Do you have audited results for FY 2016-17 Yes
Average Annual Turnover for best Three Years is
*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)
C Liquid Assets
LA Equivalent US$ (in Million)
Details of evidence of having Liquid assets (LA)
Details of evidence of access to or availability of credit facilities
4.0 Joint Venture (JV) Firms {Reference para 3.0 of Annexure-A (BDS)}
In case a bid is submitted by a Joint Venture (JV) of two or more firms as partners, all the partners of Joint Venture shall meet collectively requirements stipulated at clauses 3.0 (b) & 3.0 (c) above. The figure of average annual turnover and liquid assets/credit facilities for each of the partners of the JV shall be added together to determine the JV’s compliance with the minimum qualifying criteria set out in Para 3.0 (b) & (c) above.
However, for a JV to be qualified, the partner(s) of JV must also meet the following minimum criteria: i. All the partners of the JV shall meet individually the Financial Position criteria given at 3.0 (a) above. ii. The Lead Partner shall meet, not less than 40% of the minimum criteria given at clause 3.0 (b) & (c) and 100 % of the criteria given above at clause 2.1 iii. The other partner(s) shall meet not less than 25% of the criteria given at clause 3.0 (b) & (c) above and 100 % of the criteria given above at clause 2.1 or 2.2 Failure to comply with this requirement will result in rejection of the joint venture’s bid.
In case of Joint venture, the following conditions shall also apply:
(a) the bid, and in case of successful bid, the specified Form of Agreement shall be signed so as to be legally binding on all partners (as per enclosed format in Section-VI, Vol.-I of bidding document).
(b) one of the partners shall be nominated as Lead Partner, and the Lead Partner shall be authorized to incur liabilities and receive instructions for and on behalf of any and all partners of the Joint Venture, and the entire execution of the Contract shall be done with the Lead Partner and payment under the contract shall be received by the Lead Partner on behalf of the Joint Venture as per power conferred to him in the Power of Attorney. The authorization shall be evidenced by submitting a Power of Attorney signed by legally authorized signatory of all the partners as per Performa in in Section-VI, Vol.-I of bidding documents. The payment under the Contract can also be received by other partner(s) based on authorization of Lead Partner.
(c) All partners of the joint venture shall be liable jointly and severally for the execution of the Contract in accordance with the Contract terms and a statement to this effect shall be included in the authorisation mentioned under (b) above as well as in the Bid Form and in the Contract Form (in case of a successful bid);
(d) Agreement entered into by the Joint Venture partners shall be submitted with the bid.
The bidder shall furnish documentary evidence in support of the qualifying requirement stipulated as above.
4.1 In accordance with the above, in case of JV bidders, it should be ensured that necessary details including those pertaining to each JV partner are furnished and the documents are submitted alongwith the bid. Further, the JV bidders should also ensure that other requirements are complied with. The lists of documents furnished are to be indicated below :
A For Name of the Bidder
6.0 The Bidder shall also furnish following documents/details with its bid. {Reference ITB clause 9.3 (c)}
6.1 The complete annual reports together with Audited statement of accounts of the company for last five years of its own (separate) immediately preceding the date of submission of bid.
Note I. In the event the bidder is not able to furnish the information of its own (i.e separate), being a subsidiary company and its accounts are being consolidated with its group/holding/parent company, the bidder should submit the audited balance sheets, income statements, other information pertaining to it only (not of its group/Holding/Parent Company) duly certified by any one of the authority [ (i) Statutory Auditor of the bidder /(ii) Company Secretary of the bidder or (iii) A certified Public Accountant] certifying that such information/documents are based on the audited accounts as the case may be.
II. Similarly, if the bidder happens to be a Group/Holding/Parent Company, the bidder should submit the above documents/information of its own (i.e. exclusive of its subsidiaries) duly certified by any one of the authority mentioned in Note-I above certifying that these information/documents are based on the audited accounts, as the case may be.
6.2 The Bidder should accordingly also provide the following information/documents
Audited balance sheet and income statements for the last five years as per the following:
A Years preceding to the bid opening Audited Balance Sheet and Income Statements enclosed
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-3(QR)
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Qualifying Requirement Data)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
For our Qualifying Requirements Data, please refer Schedule-QR of this volume.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Qualifying Requirement Data)
Bidder’s Name and Address : To:
Contract Services
Name: 0 Power Grid Corporation of India Ltd.,
Address: 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
In support of the Qualification Requirements (QR) for bidders, stipulated in Annexure-A (BDS) of the Section - III (BDS), Volume-I & Additional Information required as per ITB clause 9.3(c) of the Bidding Documents, we furnish herewith our QR data/details along with other information, as follows herewith our stipulations have been reproduced in italics for ready reference, however, in case of any discrepancy the QR as given in BDS shall prevail).
* We have submitted bid as individual firm.
* We have submitted bid as joint venture of following firms :
(* Strike-off whichever is not applicable)
[For details regarding Qualification Requirements of a Joint Venture, please refer para 4.0 below.]
We are furnishing the following details/document in support of Qualifying requirement for the subject package.
A Attached copies of original documents defining :
a) The constitution or legal status;
b) The principal place of business;
c) The place of incorporation (for bidders who are corporations); or the place of registration and the nationality of the Owners (for applicants who are partnerships or individually-owned firms).
B Attached original & copies of the following documents :
a) Written power of attorney of the signatory of the Bid to commit the bidder.
b) Joint Venture Agreement.
1.0 GENERAL INFORMATION
Bidder is required to provide general information as per the following format.
[Where the Bidder proposes to use named subcontractor(s) for critical components of the works or for work contents in excess of ten (10) percent of the bid price, the following information should also be supplied for the subcontractor(s)].
S No. Particulars Name of the Bidder
1 Name of the Firm 0
2 Head Office/ Registered Office Address
5 Contact Person
6 Place of Incorporation/ Registration
7 Year of Incorporation/ Registration
8 Nationality of
9 Whether the bidder is an MSE (Micro & Small Enterprise). If Yes, attach Documentary Evidence with the Bid.
10 Whether the Bidder is a Start-Ups Company (as defined by DIPP). If Yes, attach Documentary evidence with the Bid.
2.0 TECHNICAL REQUIREMENTS {Reference para 1.1 of Annexure-A (BDS)}
2.1 TECHNICAL EXPERIENCE
2.1.1 1.1 Technical Experience (a) Bidder should have successfully completed execution of Any type of Building works for Govt. Or Semi Govt., OR reputed private sector organisations during preceding seven (07) years ending last day of the month previous to one in which bids are invited, of value not less than that specified below: i) Single similar completed work of a value of not less than ₹ 101 Lakh OR ii) Two similar completed works, each of a value of not less than ₹ 63.00 Lakh OR iii) Three similar completed works, each of a value of not less than ₹ 50.45 Lakh. (b) Nature of Work: ‘Similar works’, for the package of “Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station” is defined as, “Any type of Building Work” . (c) Following documents shall be submitted by the bidder as evidence of above: (i) Completion certificate (s) from the client for the work inter alia indicating final executed amount and date of completion or any other document authenticated by the client containing relevant information to conclusively establish that the bidder has completed the requisite works(s) as per the requirement specified above. (ii) The copy of corresponding work orders.
2.1.2 Using the following format, each Bidder is requested to list the experience as detailed above, on the basis of which the Bidder wishes to qualify. The information is to be summarised using following format for each experience of the Bidder
(The bidder shall attach documentary evidence, such as copies of utility certificates for completed contracts and copies of award letters etc. for ongoing contracts in support of his experience as listed in the following proforma for each Contract with the help of "Attach" Buttons provided in table given below).
Format for the Bidder in support of meeting the requirement of para 1.1.1, Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents)
Bidder’s Name :
Details of Contract No.-1 Details of Contract No.-2 Details of Contract No.-3
1 Name of Contract Undertaken
2 Contract Reference No. & Date of Award
3 Name and Address of the Employer/Utility for whom the Contract was executed by the firm
4 Nature of the Building Works (institutional / commercial / Residential buildings)
5 Whether the Work executed as a Prime Contractor?
6 Total value of the Contract in INR Crores?
7 Completion Date of the above mentioned Work
8 Details of documents uploaded in support of the above stated experience
3.0 FINANCIAL REQUIREMENTS :
Financial Position {Reference para 1.2 of Annexure-A (BDS)}
(a) Minimum Average Annual Turnover (MAAT)* for the best three financial years out of last five financial years (i.e. 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24) of the bidder shall be ₹ 190 Lakh. * Note-Annual total income as incorporated in the profit & loss account except non-recurring income, i.e., sale of fixed assets (b) In case bidder is a holding company, MAAT referred to in (a) above shall be of that holding company only (i.e. excluding its subsidiary/group companies). In case bidder is a subsidiary of a holding company, MAAT referred to in (a) above shall be of that subsidiary company only (i.e. excluding its holding company/other companies in the group). Note: For MSE bidders relaxation of 20% on financial criteria of MAAT may be considered i.e. and MSE bidder meeting 80% of MAAT requirement for a particular package shall be considered qualified for award of the whole of package. (e) Following documents shall be submitted by the bidder as evidence of above : (i) Audited balance sheet and Profit and Loss Account of the best three (3) financial years out of the preceding five (5) financial years (i.e 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23). In case, the audited balance sheet for latest financial year is not available, a certificate from the charted accountant on their letter head certifying the financial turnover for the latest financial year may be submitted. (ii) In case bidder is not covered under compulsory tax audit under the IT act for a particular financial year a copy of acknowledgement of income tax return filed for the corresponding period should also be submitted along with either certificate from charted accountant certifying the turn over or print out of form 26AS.
{In support of its ‘Financial Position’, in line with the above, the Bidder (in case of bidding by single firm ) or Company/Constituents must provide the relevant information in support of the same, along with documentary evidence, in the following format}
4.0 Financial Qualification Data:
Details of documentary evidence submitted in support of Qualification Data
Networth (in Rs. Millions)
Sl No Financial year
Do you have complete annual reports together with Audited statement of accounts of the company for FY 2021-22 (refer ITB Clause 9.3(c)) Yes
B Turnover details:
Details of documentary evidence submitted in support of Qualification Data
Turnover (in Rs. Millions)
Sl No Financial year
Do you have complete annual reports together with Audited statement of accounts of the company for FY 2021-22 (refer ITB Clause 9.3(c)) Yes
Average Annual Turnover for best Three Years is
C Liquid Assets
LA (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data
Details of evidence of having Liquid assets (LA)
Details of evidence of access to or availability of credit facilities
5.0 The Bidder shall also furnish following documents/details with its bid. {Reference ITB clause 9.3 (c)}
5.1 The complete annual reports together with Audited statement of accounts of the company for last five years of its own (separate) immediately preceding the date of submission of bid.
Note I. In the event the bidder is not able to furnish the information of its own (i.e separate), being a subsidiary company and its accounts are being consolidated with its group/holding/parent company, the bidder should submit the audited balance sheets, income statements, other information pertaining to it only (not of its group/Holding/Parent Company) duly certified by any one of the authority [ (i) Statutory Auditor of the bidder /(ii) Company Secretary of the bidder or (iii) A certified Public Accountant] certifying that such information/documents are based on the audited accounts as the case may be.
II. Similarly, if the bidder happens to be a Group/Holding/Parent Company, the bidder should submit the above documents/information of its own (i.e. exclusive of its subsidiaries) duly certified by any one of the authority mentioned in Note-I above certifying that these information/documents are based on the audited accounts, as the case may be.
5.2 The Bidder should accordingly also provide the following information/documents
Audited balance sheet and income statements for the last five years as per the following:
A Years preceding to the bid opening Audited Balance Sheet and Income Statements enclosed
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-4
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Form of Certificate of Origin and Eligibility)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
We hereby certify that equipment and materials to be supplied are produced in [Name of Countries], eligible source country. Equipments & Materials produced in [Name of countries] Company incorporated & registered in [Name of countries]
We hereby certify that our company is incorporated and registered in [Name of Countries], eligible source country. [Name of Countries] [Name of Countries] [Name of Countries], [Name of Countries],
Date : -- Printed Name :
Place : Designation :
country. country. [Name of Countries], [Name of Countries],
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-4(A)
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(List of Special Maintenance Tools & Tackles)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles are included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:
S.No. For Equipment Item Description Unit Quantity
Notwithstanding what is stated above, we further confirm that any additional special maintenance tools and tackles, required for the equipment under this package shall be furnished by us at no extra cost to the employer.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-4(B)
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(List of Special Maintenance Tools & Tackles)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles which are to be taken back after the completion of the work by us are not included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-5
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Bought-out & Sub-contracted Items)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
This Attachment is Not Applicable
We hereby furnish the details of the items/ sub-assemblies, we propose to buy for the purpose of furnishing and installation of the subject Package:
Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details / write-up to engage the Locals sub-contractor/sub-vendor
Name Nationality
We hereby declare that, we would not subcontract the erection portion of the contract without the prior approval of Employer.
We hereby furnish the details of the items/ sub-assemblies propose to supply from our own works (i.e. as direct transactions) in additional to the supplies the same from other vendors (i.e. as Bought-out transactions) as detailed in the table given above. In line with ITB Clause 9.3 (e), we intend to supply following items which are to be manufactured within Arunachal Pradesh. We further declare that we would source material / services for atleast 30% of the Installation Price of Services contract from within Assam
Sl. No. Item Description Quantity proposed to be supplied Details / write-up to engage the Locals sub-contractor/sub-vendor
Name of Plant Address
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Annexure I to Attachment-5
(Bought-out & Sub-contracted Items)
Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details / write-up to engage the Locals sub-contractor/sub-vendor
Name Nationality
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Annexure I to Attachment-5
(Bought-out & Sub-contracted Items)
Sl. No. Item Description Details of the proposed sub-contractor/sub-vendor Details / write-up to engage the Locals sub-contractor/sub-vendor
Name Nationality
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-5A
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Items, Components, Raw Material, Services proposed to be sourced from Micro and Small Enterprises)
Bidder's Name and Address: To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
Dear Sir, This Attachment is Not Applicable
1 We hereby furnish the details of the items, components, raw material, services which we propose to buy/avail from Micro and Small Enterprises (MSEs) for the purpose of completion of works under the subject package:
Sl. No. Item Description Quantity proposed to be bought/sub-contracted Name of Micro and Small Enterprises (MSEs)
Name Category (Micro or Small)
2 The above is a list of items we propose to procure from MSEs. However, based on the situations during the execution of the contract, the above list may undergo changes. We hereby confirm that the details regarding actual procurement from MSEs carried out by us, as per the format provided at Section VI, Forms and Procedures, Volume-I of bidding documents, shall be submitted along with the bills for payment against supplies made/works done during execution of contract.
We hereby furnish the details of the items/ sub-assemblies propose to supply from our own works (i.e. as direct transactions) in additiona to the supplies the same from other vendors (i.e. as Bought-out transactions) as detailed in the table given above.
Sl. No. Item Description Quantity proposed to be supplied Details of the plant from where supplies are proposed.
Name of Plant Address
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-5A
(Bought-out & Sub-contracted Items)
Sl. No. Item Description Quantity proposed to be bought/sub-contracted Name of Micro and Small Enterprises (MSEs)
Name Category (Micro or Small)
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-6
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Alternative, Deviations and Exceptions to the Provisions)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
The bidder shall itemize any deviation from the Specifications included in his bid. Each item shall be listed (separate sheets may be used and enclosed with this Attachment) with the following information:
Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation
The above deviations and variations are exhaustive. We confirm that we shall withdraw the deviations proposed by us at the cost of withdrawal indicated in this attachment, failing which our bid may be rejected and Bid Security forfeited.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Annexure I toAttachment-6
(Alternative, Deviations and Exceptions to the Provisions)
Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-7
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Details of Alternative Bid)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
This Attachment is Not Applicable
No Alternative Bid
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Work Completion Schedule)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
This Attachment is Not Applicable
We hereby declare that the following Work Completion Schedule shall be followed by us in furnishing and installation of the subject Package i.e., Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station for the period commencing from the effective date of Contract to us :
Sl. No. Description of Work Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
1 Detailed Engineering and drawing submission
a) commencement
2 Procurement of equipment/ components & assembly
a) commencement
a) commencement
3 Manufacturing
a) commencement
4 Shipments & Delivery
a) commencement
5 Establishment of site office
6 Installation at Site
a) commencement
7 Testing & Pre-commissioning
a) commencement
8 Trial Operation
a) commencement
Date : -- Printed Name :
Place : Designation :
Note : Bidders to enclose a detailed network covering all the activities to be undertaken for completion of the project indicating key dates for various milestones for each phase constituent-wise.
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-10
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Guarantee Declaration)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
Dear Sir, We conform that the equipments offerred shall have minimum performance specified in Technical Specification. We further guarantee the performance/efficiency of the equipments in response to the Technical Specifications.
Date -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-11
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Information regarding Ex-employees of POWERGRID in our Organisation)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
We declare that we are aware of and have gone through the “Code of Business Conduct and Ethics for Senior Management Personnel”1 and “Code of Business Conduct and Ethics for Board Members”1 of POWERGRID (hereinafter referred to as the “Code of Conduct”). We further understand that as per the “Code of Conduct”, Senior Management Personnel including Board Members, who have retired/resigned from POWERGRID, shall not accept any appointment or post, as detailed in the referred “Code of Conduct”, within 1 year from the date of cessation of service/directorship unless approved by the Competent Authority. Accordingly, we hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:
Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation*
*In case the date of joining in the bidder’s organization of such ex-employee is within 1 year from the date of retirement/resignation from POWERGRID, No Objection Certificate/ approval from the Competent Authority must be furnished along with the bid or subsequent through clarification pursuant to ITB Clause 21.
In case of non-submission of No Objection Certificate/approval of the Competent Authority, as required, We understand that POWERGRID shall deal with such cases as per its Policy and procedures in vogue, which may also result in rejection of our bid. We also confirm that POWERGRID shall be the sole judge in this regard. We further declare that any misrepresentation or submission of false/forged documents/information in this regard shall be dealt with as per the provisions of the Integrity Pact and/or the Bidding Documents and/or POWERGRID’s policy and procedures.
Date : -- Printed Name :
Place : Designation :
Note: 1. “Code of Business Conduct and Ethics for Senior Management Personnel” and “Code of Business Conduct and Ethics for Board Members” are available on POWERGRID’s website https://www.powergridindia.com. 2. The information in similar format should be furnished for each partner of joint venture in case of joint venture bid. 3. In case bidder has furnished no details on ex-employees of POWERGRID or has left blank or has indicated ‘-‘ against the same, it shall be deemed that they have not employed any such person in their organization.
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-11
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Information regarding Ex-employees of POWERGRID in our Organisation)
Name(s) and Addresse(s) of other partner(s) To:
Contract Services
Name : Ram Lal Power Grid Corporation of India Ltd.,
Address : G5 Western Region Transmission System-II
Gurgaon RHQ, Plot No 54 Vadodara-390008
We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:
Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-11
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Information regarding Ex-employees of POWERGRID in our Organisation)
Name(s) and Addresse(s) of other partner(s) To:
Contract Services
Name : Power Grid Corporation of India Ltd.,
Address : Western Region Transmission System-II
RHQ, Plot No 54 Vadodara-390008
We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:
Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation
Date : -- Printed Name :
Place : Designation :
Specification No.: WR2/NT/W-CIVIL/DOM/G01/24/14946 ATTACHMENT-12
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Price Adjustment Data)
Bidder’s Name and Address (Sole Bidder) : To:
0 Contract Services
Name : Power Grid Corporation of India Ltd.,
Address : Western Region Transmission System-II
RHQ, Plot No 54 Vadodara-390008
We have quoted our bid price on firm/fixed price basis
Sl. No. Name of Materials/Labour Value of co-efficient Name of the published index Value of index as 30 days prior to date set for opening of bids
In accordance with Clause 2, Appendix-2, Form of Contract Agreement, Section-VI; Forms. Volume-I
A) For Equipment Ex-Works Price Component
I. Circuit Breaker
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
II Current Transformer
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.65 to 0.73 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
II Insulating Oil
S.N. Name of Materials/Labour Value of Coefficient Name of the published index Value of index as 30 days prior to date set for opening of bids
III Capacitive VoltageTransformer
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
IV Surge Arrester
a) Raw Material
b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.
V PVC/XLPE Insulated Power and Control Cable
a) a=PVC Compound 0.15
b) Published Price of Metal IEEMA
i) Aluminium per MT IEEMA
ii) Copper per MT IEEMA
c) Weight in MT of Metal per kM (Size wise)
VI Substation Structures
i) Lattice Steel Structures & Pipe Structures (including bolts & nuts, washers & foundation bolts)
a) Raw Materials
i) a=Structural steel 0.58 JPC Market Price (Retail) for average Price of Steel Angles of size 50 x 50 x 6 mm of all cities in Rs./MT as published by Joint Plant Committee(JPC).
ii) b=Electrolytic Zinc 0.16 IEEMA
b) Labour 0.11 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
VIII. Series Reactor [ 420 kV, 12 ohm, 2500A, 1-ph air core dry type Series Reactor]
a) Raw Material Copper(a)
i) Aluminium(a) Aluminium(a)
b) Labour I= 0.85 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
The value of coefficient for raw materials: a=0.65 to 0.73 and value of coefficient for labour shall be between 0.12 and 0.20, so that sum of all the coefficients including labour shall be a+l=0.85
B. For Installation Price Component
I Installation price component (including Civil works but excluding ‘supply & placement of reinforcement steel’ and ‘concreting’)
i) Labour I= 0.80 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
II Supply & Placement of Reinforcement Steel
i) HSD 0.10 Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
ii) Labour I= 0.05 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
iii) Manufacture of Basic Metals 0.65 Wholesale Price Index Number for `Manufacture of Basic Metals’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
III For Concereting
i) HSD 0.20 Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
ii) Labour I= 0.10 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
iii) Manufacture of cement, lime and plaster 0.30 Wholesale Price Index Number for `Manufacture of cement, lime and plaster’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry (www.eaindustry.nic.in)
iv) Cutting, shaping and finishing of stone 0.20 Wholesale Price Index Number for `Cutting, shaping and finishing of stone’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
The Bidders are required to estimate and indicate the values of different coefficients for each of the items in the price variation formulae within the specified range such that their summation is as specified in the Bidding Documents. Where no value or ‘-’ or ‘shall be furnished later’ is specified against the coefficient, the same will be deemed to be zero and the fixed component would be suitably adjusted. If the values of all coefficients in price variation formulae indicated by the Bidder are within the specified range but their sum exceeds the summation specified in the Bidding Documents, the values of the coefficients shall be pro-rata adjusted such that the summation remains as per the provisions of the Bidding Documents. If the values of all coefficients indicated by the Bidder are within the specified range but their summation is less than the value specified in the Bidding Documents, the values of the coefficients as indicated by the Bidder shall be considered as such and the fixed component in the price variation formulae would be suitably adjusted. Further, if any of values of the coefficients indicated by the Bidder is out of the range specified in the Bidding Documents, the lower of the values, as indicated by the Bidder vis-à-vis lower value of the range for that coefficient specified in the Bidding Documents, shall be considered and the fixed component would be suitably adjusted.
Date : Printed Name : 0
Place : 0 Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 ATTACHMENT-12
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Price Adjustment Data)
Bidder’s Name and Address (Sole Bidder) : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 "Saudamini", Plot No.-2
0 Gurgaon (Haryana) - 122001
We hereby furnish the relevant details pertaining to the price adjustment provisions for equipment as specified in your specifications and documents for the subject package. The necessary documentary evidence is enclosed.
Sl. No. Name of Materials/Labour Value of co-efficient Name of the published index Value of index as 30 days prior to date set for opening of bids
In accordance with Clause 2, Appendix-2, Form of Contract Agreement, Section-VI; Forms. Volume-I
A. Price Adjustment for Erection Price Component
1 Erection price component {including Civil Works but excluding ‘Supply & Placement of reinforcement steel’ and ‘Concreting’}
i) High Speed Diesel, coefficient a = Wholesale Price Index Number for `HSD’ (Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)
ii) Labour, coefficient l = Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in)
Coefficient ‘a’ shall be between 0.20 to 0.24 and Coefficient ‘l’ shall be between 0.56 to 0.60 and sum of Coefficients ‘a’ and ‘l’ shall be 0.80
2 Supply and placement of reinforcement steel
i) HSD, a= Wholesale Price Index Number for `HSD’ (Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)
ii) Labour, l= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
iii) Manufacture of Basic Metals, b= Wholesale Price Index Number for `Manufacture of Basic Metals’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
Coefficient ‘a’ shall be between 0.09 to 0.11, Coefficient ‘b’ shall be between 0.63 to 0.67 and coefficient ‘l’ shall be between 0.04 to 0.06 and sum of Coefficients ‘a’, ‘b’ and ‘l’ shall be 0.80
3 For Concereting
i) HSD, a= Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)
ii) Labour, l= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).
iii) Manufacture of cement, lime and plaster, b= Wholesale Price Index Number for `Manufacture of cement, lime and plaster’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry (www.eaindustry.nic.in)
iv) Cutting, shaping and finishing of stone, c= Wholesale Price Index Number for `Cutting, shaping and finishing of stone’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).
Coefficient ‘a’ shall be between 0.18 to 0.22, Coefficient ‘b’ shall be between 0.25 to 0.35, Coefficient ‘c’ shall be between 0.18 to 0.22 and Coefficient ‘l’ shall be between 0.09 to 0.11 and sum of Coefficients ‘a’, ‘b’, ‘c’ and ‘l’ shall be 0.80
The Bidders are required to estimate and indicate the values of different coefficients for each of the items in the price variation formulae within the specified range such that their summation is as specified in the Bidding Documents. Where no value or ‘-’ or ‘shall be furnished later’ is specified against the coefficient, the same will be deemed to be zero and the fixed component would be suitably adjusted. If the values of all coefficients in price variation formulae indicated by the Bidder are within the specified range but their sum exceeds the summation specified in the Bidding Documents, the values of the coefficients shall be pro-rata adjusted such that the summation remains as per the provisions of the Bidding Documents. If the values of all coefficients indicated by the Bidder are within the specified range but their summation is less than the value specified in the Bidding Documents, the values of the coefficients as indicated by the Bidder shall be considered as such and the fixed component in the price variation formulae would be suitably adjusted. Further, if any of values of the coefficients indicated by the Bidder is out of the range specified in the Bidding Documents, the lower of the values, as indicated by the Bidder vis-à-vis lower value of the range for that coefficient specified in the Bidding Documents, shall be considered and the fixed component would be suitably adjusted.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-13
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Declaration regarding Social Accountability)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
We conform that we stand committed to comply to all requirements of Social Accountability Standards i.e., SA8000 (latest Standard available at www.sa-intl.org) and maintain the necessary records.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-14
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
Integrity Pact is annexed herewith this Volume.
Date : -- Printed Name :
Place : Designation :
Instruction for printing & submitting Integrity Pact
1. The requisite format of Integrity Pact is getting generated automatically and displayed here below.
2. Take print out of first page on a non-judicial stamp paper of Rs. 100/- and other seven pages on plain A4 size paper. Such two sets shall be prepared by the bidder.
3. All the pages of both the copies of the Integrity Pact shall be signed by the authorised representative of the bidder and duly stamped.
4. Both the original copies shall be submitted by the bidder in the form of Hard Copy as part of the first envelope before due date & time of submission of the bid.
5. For further details bidders may please refer ITB Clause 9.3 (o).
Power Grid Corporation of India Limited
having its Registered Office at B-9, Qutab Institutional Area, Katwaria Sarai,New Delhi – 110016 hereinafter referred to as
having its Registered Office at 0 0 0
hereinafter referred to as
"The Bidder/Contractor"
POWERGRID intends to award, under laid-down organisational procedures, contract(s) for Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 1 of 8
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station and Specification Number WR2/NT/W-CIVIL/DOM/G01/24/14946. POWERGRID values full compliance with all relevant laws of the land, rules, regulations, economic use of resources, and of fairness/transparency in its relations with its Bidders/ Contractors.
In order to achieve these goals, POWERGRID and the above named Bidder/Contractor enter into this agreement called 'Integrity Pact' which will form a part of the bid.
It is hereby agreed by and between the parties as under:
Section I - Commitments of POWERGRID
(1) POWERGRID commits itself to take all measures necessary to prevent corruption and to observe the following principles :
a) No employee of POWERGRID, personally or through family members, will in connection with the tender, or the execution of the contract, demand, take a promise for or accept, for him/herself or third person, any material or other benefit which he/she is not legally entitled to.
b) POWERGRID will, during the tender process treat all Bidder(s) with equity, fairness and reason. POWERGRID will in particular, before and during the tender process, provide to all Bidder(s) the same information and will not provide to any Bidder(s) confidential/ additional information through which the Bidder(s) could obtain an advantage in relation to the tender process or the contract execution.
c) POWERGRID will exclude from evaluation of Bids its such employee(s) who has any personal interest in the Companies/Agencies participating in the Bidding/Tendering process and all known prejudiced persons.
(2) If POWERGRID obtains information on the conduct of any of its employee which is a criminal offence under the IPC/PC Act, or if there be a substantive suspicion in this regard, POWERGRID will inform its Chief Vigilance Officer and in addition disciplinary actions can be initiated under POWERGRID's Rules.
Section II - Commitments of the Bidder/Contractor
(1) The Bidder/Contractor commits itself to take all measures necessary to prevent corruption. The Bidder/Contractor commits itself to observe the following principles during its participation in the tender process and during the contract execution :
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 2 of 8
a) The Bidder/Contractor will not, directly or through any other person or firm, offer, promise or give to any of POWERGRID's employees involved in the tender process or the execution of the contract or to any third person any material or other benefit which it is not legally entitled to, in order to obtain in exchange an advantage of any kind whatsoever during the tender process or the execution of the contract.
b) The Bidder/Contractor will not enter into any illegal or undisclosed agreement or understanding, whether formal or informal with other Bidders/Contractors. This applies in particular to prices, specifications, certifications, subsidiary contracts, submission or non-submission of bids or actions to restrict competitiveness or to introduce cartelization in the bidding process.
c) The Bidder/Contractor shall not pass any information provided by POWERGRID as part of business relationship to others and shall not commit any offence under PC/IPC Act.
d) The Bidder/Contractor of foreign origin shall disclose the name and address of the Agents/representatives in India, if any, involved directly or indirectly in the Bidding. Similarly, the Bidder/Contractor of Indian Nationality shall furnish the name and address of the foreign principals, if any, involved directly or indirectly in the Bidding.
e) The Bidder/Contractor will, when presenting his bid, disclose any and all payments made, or committed to or intends to make to agents, brokers or any other intermediaries in connection with the award of the contract and/or with the execution of the contract.
f) The Bidder/Contractor will not misrepresent facts or furnish false/forged documents/informations in order to influence the bidding process or the execution of the contract to the detriment of POWERGRID.
g) The Bidder/Contractor shall ensure adoption of Integrity Pact by its Sub-contractors and shall be responsible for the same.
(2) The Bidder/Contractor will not instigate third persons to commit offences outlined above or be an accessory to such offences.
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 3 of 8
Section III- Disqualification from tender process and exclusion from future contracts
(1) If the Bidder, before contract award, has committed a transgression through a violation of Section II or in any other form such as to put his reliability or credibility as Bidder into question, POWERGRID may disqualify the Bidder from the tender process or terminate the contract, if already signed, for such reason.
(2) If the Bidder/Contractor has committed a transgression through a violation of Section II such as to put his reliability or credibility into question, POWERGRID may, after following due procedures, ban/blacklist the Bidder/Contractor in line with POWERGRID's policy for "Black-Listing of Firms/Banning of Business". The imposition and duration of the ban will be determined by the severity of the transgression. The severity will be determined by the circumstances of the case, in particular the number of transgressions, the postion of the transgressors within the company hierarchy of the Bidder/Contractor and the amount of the damage. The ban will be imposed for a maximum of 3 years.
(3) If the Bidder/Contractor can prove that he has restored/recouped the damage caused by him and has installed a suitable corruption prevention system, POWERGRID may revoke the ban prematurely.
Section IV - Liability for violation of Integrity Pact
(1) If POWERGRID has disqualified the Bidder from the tender process prior to the award under Section III, POWERGRID is entitled for the forfeiture of the Bid Guarantee under the Bid.
(2) If POWERGRID has terminated the contract under Section III or if POWERGRID is entitled to terminate the contract under Section III, POWERGRID shall be entitled to forfeit the Contract Performance Guarantee of this contract, in full or part thereof as may be decided, besides resorting to other remedies under the contract.
Section V- Previous Transgression
(1) The Bidder shall disclose in its Bid any transgressions occurred in the last 10 years with any other Public Sector Undertaking or Government Department or any other Company, in any country, that may impinge on the Anti-corruption principle.
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 4 of 8
(2) If the Bidder makes incorrect statement on this subject, it can be disqualified from the tender process or the contract, if already awarded, can be terminated for such reason and further action can be taken in line with POWERGRID's policies.
Section VI - Equal treatment to all Bidders / Contractors
(1) POWERGRID will enter into agreements with identical conditions as this one with all Bidders.
(2) POWERGRID will disqualify from the tender process any bidder who does not sign this Pact or violate its provisions.
Section VII - Punitive Action against violating Bidders / Contractors
If POWERGRID obtains knowledge of conduct of a Bidder or a Contractor or its subcontractor or of an employee or a representative or an associate of a Bidder or Contractor or his Subcontractor which constitutes corruption, or if POWERGRID has substantive suspicion in this regard, POWERGRID will inform the Chief Vigilance Officer (CVO).
(*)Section VIII - Independent External Monitor/Monitors
(1) POWERGRID has appointed a panel of Independent External Monitors (IEMs) for this Pact with the approval of Central Vigilance Commission (CVC), Government of India. The names of the IEMs have been indicated in the Bidding Documents.
(2) The panel of IEMs shall review independently and objectively, whether and to what extent the parties comply with the obligations under this agreement. The panel of IEMs has right of access to all project documentation. The panel of IEMs may examine any complaint received by them and submit a report to Chairman-cum-Managing Director, POWERGRID, giving joint findings, at the earliest. The panel of IEMs may also submit a report directly to the CVO and the CVC, in case of suspicion of serious irregularities attracting the provisions of the PC Act.
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 5 of 8
(3) The IEM is not subject to instructions by the representatives of the parties and performs his functions neutrally and independently. He/She reports to the Chairman-cum-Managing Director, POWERGRID.
(4) The Bidder(s)/Contractor(s) accepts that the IEM has the right to access without restriction to all documentation of POWERGRID related to this contract including that provided by the Contractor/Bidder. The Bidder/Contractor will also grant the IEM, upon his/her request and demonstration of a valid interest, unrestricted and unconditional access to their documentation. The same is applicable to Subcontractors. The IEM is under contractual obligation to treat the information and documents of the Bidder(s)/Contractor(s)/Subcontractor(s) with confidentiality.
(5) POWERGRID will provide to the IEMs information as sought by him/her which could have an impact on the contractual relations between POWERGRID and the Bidder/Contractor related to this contract. The IEMs shall also sign declaration on 'Non-Disclosure of Confidential Information' and of 'Absence of Conflict of Interest'. In case of any conflict of interest arising at a later date, the IEM shall inform Chairman-cum-Managing Director, POWERGRID and rescue himself/herself from that case
(6) As soon as the IEM notices, or believes to notice, a violation of this agreement, he/she will so inform the Chairman-cum-Managing Director, POWERGRID and request the Chairman-cum-Managing Director, POWERGRID to discontinue or take corrective action, or to take other relevant action. The IEM can in this regard submit non-binding recommendations. Beyond this, the IEM has no right to demand from the parties that they act in a specific manner, refrain from action or tolerate action. However, the IEM shall give an opportunity to POWERGRID and the Bidder/Contractor, as deemed fit, to present its case before making its recommendations to POWERGRID.
(7) The IEM will submit a written report to the Chairman-cum-Managing Director, POWERGRID within 8 to 10 weeks from the date of reference or intimation to him by POWERGRID and, should the occasion arise, submit proposals for correcting problematic situations.
(8) If the IEM has reported to the Chairman-cum-Managing Director, POWERGRID, a substantiated suspicion of an offence under PC/IPC Act, and the Chairman-cum-Managing Director, POWERGRID has not, within the reasonable time taken visible action to proceed against such offence or reported it to the CVO, the Monitor may also transmit this information directly to the CVC, Government of India.
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 6 of 8
(9) While representing any matter in relation to the Integrity pact inter-alia including its transgression to the panel of IEMs, POWERGRID and Bidder/Contractor shall not approach the court of law and await the decision of the IEM in the matter.
(10) The word ‘IEM’ would include both singular and plural.
(*) This Section shall be applicable for only those packages wherein the IEMs have been identified in Section – I : Invitation for Bids and/or Clause ITB 9.3 in Section – III: Bid Data Sheets of Conditions of Contract, Volume-I of the Bidding Documents.
Section IX - Pact Duration
This Pact begins when both parties have legally signed it. It expires for the Contractor after the closure of the contract and for all other Bidder's six month after the contract has been awarded.
Section X - Other Provisions
(1) This agreement is subject to Indian Law. Place of performance and jurisdiction is the establishment of POWERGRID. The Arbitration clause provided in the main tender document / contract shall not be applicable for any issue / dispute arising under Integrity Pact.
(2) Changes and supplements as well as termination notices need to be made in writing. Side agreements have not been made.
(3) If the Contractor is a partnership firm or a consortium or Joint Venture, this agreement must be signed by all partners, consortium members and Joint Venture partners.
(4) Nothing in this agreement shall affect the rights of the parties available under the General Conditions of Contract (GCC) and Special Conditions of Contract (SCC).
(5) Issues like Warranty/Guarantees etc. shall be outside the purview of IEMs.
(6) Views expressed or suggestions/submissions made by the parties and the recommendations of the CVO/IEM# in respect of the violation of this agreement, shall not be relied on or introduced as evidence in the arbitral or judicial proceedings (arising out of the arbitral proceedings) by the parties in connection with the disputes/differences arising out of the subject contract.
# CVO shall be applicable for packages wherein IEM are not identified in Section IFB/BDS of Condition of Contract, Volume-I. IEM shall be applicable for packages wherein IEM are identified in Section IFB/BDS of Condition of Contract, Volume-I.
(Signature) (Signature)
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
Integrity Pact Page 7 of 8
(7) Should one or several provisions of this agreement turn out to be invalid, the remainder of this agreement remains valid. In this case, the parties will strive to come to an agreement to their original intentions.
Signature Signature
(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)
(Office Seal) (Office Seal)
Designation : Designation :
Witness 1 : Witness 1 :
Designation : Designation :
Witness 2 : Witness 2 :
Designation : Designation :
Integrity Pact Page 8 of 8
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-15
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
I We have read the provisions in the Bidding Documents regarding furnishing the option for advance payment. Accordingly, as per ITB Clause 9.3 as provided in Section BDS, Section III, Vol.-I of the Bidding Documents, we hereby confirm to opt the following:
Interest Bearing Initial Advance
Supply Portion:
Services Portion:
I We are furnishing the following details of Statutory Registration Numbers and details of Bank for electronic payment.
1. Name of the Supplier/ Contractor in whose favour payment is to be made 0
2. Address with PIN Code and State
Registered Office:
Correspondence Address:
3. (a) Status – Company/others
[Declaration of Micro/ Small/ Medium Enterprise under Micro/ Small & Medium Enterprises Development Act 2006, if applicable]
3. (b) Are you a MSE owned by SC/ST* entrepreneurs in line with Public Procurement Policy for Micro and Small Enterprises (MSEs) order 2012 including subsequent amendment/notification/order (Indicate Yes/No) Note: Documentary evidence is to be attached. Please refer remarks at the end of the attachment. No
3. (c ) If 3(b) is ‘Yes’ please mention whether you are (Proprietary MSE/ Partnership MSE/ Private Limited Company) owned by SC/ST entrepreneurs
3. (d ) Are you a MSE owned by women in line with Public Procurement Policy for Micro and Small Enterprises (MSEs) order 2012, Public Procurement Policy for Micro and Small Enterprises (MSEs) Amendment order 2018 including subsequent amendment/notification/order (Indicate Yes/No) Note: Documentary evidence is to be attached.
4. Permanent Account (PAN) No.
5. GSTIN Numbers
I. GSTIN in the Sates/UT from where the supply of goods take place
Name of the States/UT GSTIN number
II. GSTIN in the States/UT where the supply for services take place (states where sites under the subject package is situated)
Name of the States/UT GSTIN number
6 PF Registration No. of the Company
7 PF Regional Office covered (with Address)
8 Name of Contact Person
9 Contact Details
10 Bank Details for Electronic Payment
Name of the Bank:
Address of Branch:
Type of Account:
Type of Account: Current Account
11 9 digit MICR code printed at bottom in middle, next to cheque no.
12 IFSC (for RTGS)/NEFT Code (to be obtained from the Bank) Sample Cancelled Cheque to be enclosed
We hereby declare that the above information are true and correct and we agree that the payment on account of this Contract, in the event of award, be made in the above account maintained in the above mentioned Bank.
*The definition of MSEs owned by SC/ST is as given under:
a. In case of proprietary MSE, proprietor(s) shall be SC /ST.
b. In case of partnership MSE, the SC/ST partners shall be holding at least 51% shares in the unit.
c. In case of Private Limited companies, at least 51% share shall be held by SC/ST promoters.
Documentary evidence: Please provide scanned copy(ies) of the SC/ST certificate(s) issued by District Authority as applicable for SC/ST MSE category as per (a), (b) or (c) above.
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-16
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Additional Information)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
In support of the additional information required as per ITB Sub-Clause 9.3 (q) of the Bidding Documents, we furnish herewith our data/details/documents etc., alongwith other information, as follows (the stipulations have been reproduced in italics for ready reference):
1.0 The Bidder shall furnish
A certificate from their Banker(s) (as per prescribed formats in Form 16, Section-VI: Sample Forms and Procedures) indicating various fund based/non fund based limits sanctioned to the Bidder and the extent of utilization as on date. Such certificate should have been issued not earlier than three months prior to the date of bid opening. Wherever necessary the Employer may make queries with the Bidders’ Bankers. [Reference ITB clause 9.3(q)(i)]
1.1 In accordance with 1.0, certificate(s) from banker as per requisite format, indicating various fund based/non fund based limits sanctioned to the bidder or each member of the joint venture and the extent of utilization as on date is/are enclosed, as per the following details:
Name of the Bidder (Sole Bidder) 0
Name of the Banker by whom certificate issued
Date of certificate (should not be earlier than 3 months prior to date of bid opening)
Whether fund based/non fund based limits are indicated in the certificate
Whether extent of utilization is indicated in the certificate
1.2 The Bidder should accordingly also provide the following information/documents
(i) Details of Banker:
Address of Banker
Contact Name and Title
(ii) As per para 1.0, Authorization Letter(s) from the bidder (in case of JV bidder, from all the partners) addressed to the Banker(s), authorizing POWERGRID to seek queries about the bidder with the Banker(s) and advising the Banker(s) to reply the same promptly, is/are enclosed as per following details:
Sl. No. Letter Ref. Date Addressed to (name of the Bank)
(iii) As per para BDS/ITB clause 9.3q, Bidder shall furnish the details of their Provident Fund Code Number
Sl. No. Name of Bidders/JV Partners Provident Fund Code Number Details
2.0 Litigation History
The bidder should provide detailed information on any litigation or arbitration arising out of contracts completed or under execution by it over the last five years. A consistent history of awards involving litigation against the Bidder or any partner of JV may result in rejection of Bid. [Reference ITB clause 9.3(q)(ii)]
2.1 Details of litigation history resulting from Contracts completed or under execution by the bidder over the last five years
Year Name of client, cause of litigation/arbitration and matter in dispute Details of Contract and date Award for or against the bidder Disputed amount
3.0 Details regarding previous transgressions of Integrity Pact
The bidder should provide detailed information on any transgression of Integrity Pact that occurred in the last 10 years with any other Public Sector Undertaking or Government Department or any other Company, in any country.
3.1 Details regarding previous transgressions of Integrity Pact that occurred in the last 10 years
Year Name of client Details of Transgression of Integrity Pact by the bidder
4.0 OTHER INFORMATION
4.1 Current Contract Commitments of works in progress
Bidders (individual firms or each partners of JV) should provide information on their current commitments on all contracts that have been awarded, or for which a letter of intent or acceptance has been received, or for contracts approaching completion, but for which an unqualified, full completion certificate has yet to be issued.
Details of Contract Value of outstanding work (Rs.) Estimated completion date
4.2 Financial Data:
Details Actual (Previous five years) Projection for next five years
Total Liability
Current Liability
Profit before taxes
Profit after taxes
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-17
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Declaration for tax exemptions, reductions, allowances or benefits)
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
1 We confirm that we are solely responsible for obtaining following tax exemptions, reductions, allowances or benefits in respect of supplies under the subject package, in case of award. We further confirm that we have considered the same in our bid thereby passing on the benefit to POWERGRID while quoting our prices. In case of our failure to receive such benefits, partly or fully, for any reason whatsoever, the Employer will not compensate us.
2 We are furnishing the following information required by the Employer for issue of requisite certificate if and as permitted in terms of the applicable Govt. of India policies/procedures (in case of award):
Applicable Act, Notification No. and Clause Ref. No. Sl. No. Description of item on which applicable Country of origin Remarks, if any
(The requirements listed above are as per current Notification of Govt. of India indicated above. These may be modified, if necessary, in terms of the Notifications.)
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-17
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Information regarding Ex-employees of POWERGRID in our Organisation)
Name(s) and Addresse(s) of other partner(s) To:
Contract Services
Name : …… ……. …….. …… ……. …….. Power Grid Corporation of India Ltd.,
Address : …… ……. …….. …… ……. …….. Western Region Transmission System-II
…… ……. …….. …… ……. …….. RHQ, Plot No 54 Vadodara-390008
We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:
Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-17
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
(Information regarding Ex-employees of POWERGRID in our Organisation)
Name(s) and Addresse(s) of other partner(s) To:
Contract Services
Name : Power Grid Corporation of India Ltd.,
Address : Western Region Transmission System-II
RHQ, Plot No 54 Vadodara-390008
We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:
Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Attachment-19
Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station
Bidder’s Name and Address : To:
Contract Services
Name : 0 Power Grid Corporation of India Ltd.,
Address : 0 Western Region Transmission System-II
0 RHQ, Plot No 54 Vadodara-390008
Further, we hereby confirm that except as mentioned in the Attachment – 6 (Alternative, Deviations and Exceptions to the Provisions) hereof forming part of our First Envelope :
Date : -- Printed Name :
Place : Designation :
Specification No. :WR2/NT/W-CIVIL/DOM/G01/24/14946 Bid Form 1st Envelope 1 one 1 st 1 January
2 two 2 nd 2 February
BID FORM (First Envelope) 3 three 3 rd 3 March
4 four 4 th 4 April
Bid Proposal Ref. No. 5 five 5 th 5 May
Date : -- 6 six 6 th #VALUE! 6 June
7 seven 7 th #VALUE! 7 July
To: 8 eight 8 th #VALUE! 8 August
Contract Services 9 nine 9 th #VALUE! 9 September
Power Grid Corporation of India Ltd., 10 ten 10 th 10 October
Western Region Transmission System-II 11 eleven 11 th 11 November
RHQ, Plot No 54 Vadodara-390008 12 twelve 12 th 12 December
13 thirteen 13 th
14 fourteen 14 th
Name of Contract : Extension of Transit Camp Building at POWERGRID Gwalior Sub-Station 15 fifteen 15 th
Dear Ladies and/or Gentlemen, Enter details here. 16 sixteen 16 th
1.0 Having examined the Bidding Documents, including Amendment Nos. dated …[Enter the Date in dd-mm-yyyy]… the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). …[Enter the Date in dd-mm-yyyy]… the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). 17 seventeen 17 th
1.1 We meet the eligibility requirements and have no conflict of interest in accordance with ITB Clause 2.
2.0 Attachments to the Bid Form (First Envelope) Bank Draft 18 eighteen 18 th
In line with the requirement of the Bidding Documents, we enclose herewith the following Attachments: Pay Order 19 nineteen 19 th
(a) Attachment 1(CIVIL Works Package Rfx No.: 5001000872) : BID SECURITY FORM in Volume I Annexure E (BDS) Banks certified Cheque Zero 20 twenty 20 th
or documentary evidence in support of exemption of Bid Security, in separate envelope in accordance with clause 21 of ITB, Section-II." Please note that if bid validity is less than 250 days, your bid may be rejected
(b) Attachment 2(CIVIL Works Package Rfx No.: 5001000872) : A power of attorney duly authorized by a Notary Public indicating that the person(s) signing the bid have the authority to sign the bid and thus that the bid is binding upon us during the full period of its validity in accordance with the ITB Clause 14. Bank Guarantee (0) 21 st
*Further the requisite deed of Joint Undertaking as per stipulated qualification requirement in Annexure-A (BDS) has also been furnished as per your format.
* Delete if not applicable
(c) Attachment 3(CIVIL Works Package Rfx No.: 5001000872) : The documentary evidence that we are eligible to bid in accordance with ITB Clause 2. Further, in terms of ITB Clause 9.3(c) & (e), the qualification data has been furnished as per your format enclosed with the bidding documents [Attachment – 3(QR)]. 22 th
Further, the required Joint Venture Agreement signed by us and our Partners has also been furnished as per your format Attachment-3(JV). #REF! Applicable 23 th
Further the required deed of Joint Undertaking signed by us and Tower Manufacturer has also been furnished as per your format. 0 #REF! Not Applicable 24 th
(d) Attachment 4(CIVIL Works Package Rfx No.: 5001000872) : The documentary evidence establishing in accordance with ITB Clause 3, Vol.-I of the Bidding Documents that the facilities offered by us are eligible facilities and conform to the Bidding Documents has been furnished as Attachment 4. A list of Special Tools & Tackles to be used by us for erection, testing & Commissioning and to be handed over to Employer, the cost of which is included is our Bid Price, is also enclosed as per your format as Attachment 4A. A list of Special Tools & Tackles to be brought by the contractor for erection, testing & Commissioning and to be taken back after completion of work, whose cost in not included in our bid price, is enclosed as per your format as Attachment 4B. 25 th
(e) Attachment 5(CIVIL Works Package Rfx No.: 5001000872) : NA 26 th
(f) Attachment 5A(CIVIL Works Package Rfx No.: 5001000872) : NA 26 th
(g) Attachment 6(CIVIL Works Package Rfx No.: 5001000872) : The variation and deviations from the requirements of the Conditions of Contract, Technical Specification and Drawings (excluding critical provisions as mentioned at clause 6.0 below) in your format enclosed with the Bidding Documents, including, inter alia, the cost of withdrawal of the variations and deviations indicated therein. 27 th
(h) Attachment 7(CIVIL Works Package Rfx No.: 5001000872) : NA 28 th
(i) Attachment 8(CIVIL Works Package Rfx No.: 5001000872) : NA 29 th
(j) Attachment 9(CIVIL Works Package Rfx No.: 5001000872) : NA 30 th
(k) Attachment 10(CIVIL Works Package Rfx No.: 5001000872) : Guarantee Declaration. 31 st
(l) Attachment 11(CIVIL Works Package Rfx No.: 5001000872) : Information regarding ex-employees of Employer in our firm.
(m) Attachment 12(CIVIL Works Package Rfx No.: 5001000872) : Filled up information regarding Price Adjustment Data as per the format enclosed in the bidding documents.
(n) Attachment 13(CIVIL Works Package Rfx No.: 5001000872) : Declaration regarding Social Accountability.
(o) Attachment 14(CIVIL Works Package Rfx No.: 5001000872) : Integrity Pact, in a separate envelope, duly signed on each page by the person signing the bid.
(p) Attachment 15(CIVIL Works Package Rfx No.: 5001000872) : Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise
(q) Attachment 16(CIVIL Works Package Rfx No.: 5001000872) : Additional Information.
(r) Attachment 17(CIVIL Works Package Rfx No.: 5001000872) : Declaration for tax exemptions, reductions, allowances or benefits
(s) Attachment 18(CIVIL Works Package Rfx No.: 5001000872) : NA
(t) Attachment 19(CIVIL Works Package Rfx No.: 5001000872) : Declaration.
(u) Attachment 20(CIVIL Works Package Rfx No.: 5001000872) : Declaration of Key Managerial Person jointly with Power of Attorney holder
(v) Attachment 21(CIVIL Works Package Rfx No.: 5001000872) : Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order and MoP Order, if applicable
(w) Attachment 22(CIVIL Works Package Rfx No.: 5001000872) : NA
(x) Attachment 23(CIVIL Works Package Rfx No.: 5001000872) : NA
(y) Attachment 24(CIVIL Works Package Rfx No.: 5001000872) : NA
(z) Attachment 25(CIVIL Works Package Rfx No.: 5001000872) : Compliance to the process related to the e-RA Terms & Conditions and the Business Rules governing the e-RA
(aa) Attachment 26(CIVIL Works Package Rfx No.: 5001000872) : Declaration by the Bidder regarding events encountered pursuant to ITB Clause 2.1
(ab) Attachment 27(CIVIL Works Package Rfx No.: 5001000872) : Certification by the Bidder per DoE Order in line with ITB Clause 2.1
(ac) Attachment 28(CIVIL Works Package Rfx No.: 5001000872) : NA
3.0 We are aware that, in line with Clause No. 27.1 (ITB), our Second Envelope (Price Part) is liable to be rejected in case the same contains any deviation/omission from the contractual and commercial conditions and technical Specifications other than those identified in this First Envelope.
4.0 We confirm that except as otherwise specifically provided our Bid Prices in Second Envelope include all taxes, duties, levies and charges as may be assessed on us, our Sub-Contractor/Sub-Vendor or their employees by all municipal, state or national government authorities in connection with the Facilities, in and outside of India.
4.1 100% of applicable Taxes and Duties i.e. GST, which are payable by the Employer under the Contract, shall be reimbursed by the Employer on production of satisfactory documentary evidence by the Contractor in accordance with the provisions of the Bidding Documents.
4.3 We confirm that we have also registered/we shall also get registered in the GST Network with a GSTIN, in all the states where the project is located and the states from which we shall make our supply of goods.
5.0 Construction of the Contract
5.1 We declare that we have studied Clause GCC 2.1 relating to mode of contracting for Domestic Bidders and we are making this proposal with a stipulation that you shall award us two separate Contracts viz ‘First Contract’ for ex-works supply of all equipment and materials including mandatory spares and ‘Second Contract’ for providing all the services i.e. inland transportation for delivery at site, In-transit insurance, unloading, handling at site, installation, testing and commissioning including Trial operation in respect of all the equipment supplied under the ‘First Contract’ and other services specified in the Contract Documents. We declare that the award of two contracts, will not, in any way, dilute our responsibility for successful operation of plant/equipment and fulfillment of all obligations as per Bidding Documents and that both the Contracts will have a cross-fall breach clause i.e. a breach in one Contract will automatically be classified as a breach of the other contract which will confer on you the right to terminate the other contract at our risk and cost.
6.0 We have read the provisions of following clauses and confirm that the specified stipulations of these clauses are acceptable to us:
(a) ITB 13 Bid Security
(b) GCC 2.14 Governing Law
(c) GCC 5.1 Contractor’s Responsibilities
(d) Appendix I to SCC Terms of Payment
(e) GCC 8.3 Performance Security
(f) GCC 6 Taxes and Duties
(g) GCC 40 Defect Liability
(h) GCC 59 Arbitration
(i) Appendix 2 to SCC Price Adjustment
Further we understand that deviation taken in any of the above clauses by us may make our bid non-responsive as per provision of bidding documents and be rejected by you.
7.0 We undertake, if our bid is accepted, to commence the work immediately upon your Notification of Award to us, and to achieve the delivery of goods and related services within the time stated in the Bidding Documents.
8.0 If our bid is accepted, we undertake to provide a Performance Security in the form and amounts, and within the times specified in the Bidding Documents.
9.0 We agree to abide by this bid for a period of six (06) months from the date fixed for opening of bids as stipulated in the Bidding Documents, and it shall remain binding upon us and may be accepted by you at any time before the expiration of that period.
10.0 Until a formal Contract is prepared and executed between us, this bid, together with your written acceptance thereof in the form of your Notification of Award shall constitute a binding contract between us.
11.0 We understand that you are not bound to accept the lowest or any bid you may receive.
12.0 # (For Joint Venture only) We, the partners of Joint Venture submitting this bid, do agree and confirm that in case of Award of Contract on the Joint Venture, we shall be jointly and severally liable and responsible for the execution of the Contract in accordance with Contract terms and conditions. 2
13.0 We are a Micro and Small Enterprise (MSE) registered with , a designated Authority of GoI under the Public Procurement Policy for MSEs order 2012, Notification dated 01/06/2020 and 26/06/2020 read in conjuction with related notifications issued from time to time for such enterprises. 2
14.0 We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.
Thanking you, we remain,
Yours faithfully,
For and on behalf of 0
Date : -- Printed Name :
Place : Designation :
In case of bid from a Joint Venture, name & designation of representative of JV partner is to be provided and Bid Form is also to be signed by him
#REF! Printed Name :
#REF! Designation :
Please provide additional information of the Bidder
Business Address :
Country of Incorporation :
State/Province to be indicated :
Name of Principal Officer :
Address of Principal Officer :
23 Twenty Three
27 Twenty Seven
28 Twenty Eight
33 Thirty Three
37 Thirty Seven
38 Thirty Eight
73 Seventy Three
74 Seventy Four
75 Seventy Five
77 Seventy Seven
78 Seventy Eight
79 Seventy Nine
83 Eighty Three
87 Eighty Seven
88 Eighty Eight
93 Ninety Three
97 Ninety Seven
98 Ninety Eight
100 One Hundred
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