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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹14.6 Cr
EMD Value
₹29.1 L
Closing Date
5 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.(b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, orTwo similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, orOne similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
(b)(ii)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.Note for Item 10.1:Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates.In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of work: - construction of buildings/quarters work. Note: - zone works for repair maintainance of service building/residential quarter will not be considered similar work as "construction of building/quarters work".
2 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Construction of S&T buildings in connection of work "Provision of KAVACH-ready EI in place of PI at 10 Statons of Jaipur Division (AIA, HSI, KRH, PSL, ARNA, BAK, JW, JR, BAI & KUT)".
ENGG-JP-2026-27-128~NWR
ENGG-JP-2026-27-128
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹29.1 L
14 Oct 2026
14 Oct 2026
22 Oct 2026
95 items across 1 schedule · ₹20,65,57,565.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 7000 | 260.3 | 18,22,100 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 5000 | 196 | 9,80,000 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1000 | 6,812 | 68,12,000 |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 25 | 10,105.1 | 2,52,627.5 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4000 | 392.15 | 15,68,600 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 900 | 842.5 | 7,58,250 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 5000 | 927.25 | 46,36,250 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 3200 | 736.4 | 23,56,480 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3000 | 961.3 | 28,83,900 |
| 10 | Stairs, (excluding landings) except spiral- staircases | Sqm | 300 | 764.95 | 2,29,485 |
| 11 | Under 20 cm wide | Metre | 400 | 208.55 | 83,420 |
| 12 | Above 20 cm wide | Sqm | 160 | 879.05 | 1,40,648 |
| 13 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 50 | 20,355.8 | 10,17,790 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 110000 | 107.85 | 1,18,63,500 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 140000 | 107.85 | 1,50,99,000 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 900 | 9,655.7 | 86,90,130 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1200 | 10,011.35 | 1,20,13,620 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1800 | 9,105.95 | 1,63,90,710 |
| 19 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 905.05 | 45,252.5 |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 800 | 1,123.8 | 8,99,040 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1200 | 7,311.25 | 87,73,500 |
| 22 | White sand stone | cum | 8 | 1,07,965.1 | 8,63,720.8 |
| 23 | White sand stone | Sqm | 700 | 14,994.15 | 1,04,95,905 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 300 | 5,413.5 | 16,24,050 |
| 25 | Area of slab over 0.50 sqm | Sqm | 1400 | 5,136.3 | 71,90,820 |
| 26 | Granite work | Metre | 1400 | 510.95 | 7,15,330 |
| 27 | 30 mm thick | Sqm | 4000 | 5,722.6 | 2,28,90,400 |
| 28 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | Kg | 1500 | 714.4 | 10,71,600 |
| 29 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. | Each | 15000 | 43.9 | 6,58,500 |
| 30 | 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 | 450 | 1,267.95 | 5,70,577.5 |
| 31 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 200 | 3,167.95 | 6,33,590 |
| 32 | 300x16 mm | Each | 120 | 216.55 | 25,986 |
| 33 | 250x16 mm | Each | 90 | 193.7 | 17,433 |
| 34 | 200x10 mm | Each | 120 | 69.4 | 8,328 |
| 35 | 150x10 mm | Each | 90 | 59.45 | 5,350.5 |
| 36 | 125 mm | Each | 220 | 39.95 | 8,789 |
| 37 | Single rubber stopper | Each | 120 | 39.6 | 4,752 |
| 38 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 80 | 623 | 49,840 |
| 39 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 60 | 4,076.05 | 2,44,563 |
| 40 | Using R2 series with frame (39mm & above ) x (39mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | Sqm | 200 | 8,765.4 | 17,53,080 |
| 41 | Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter). | Sqm | 250 | 12,472.95 | 31,18,237.5 |
| 42 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 7000 | 133.7 | 9,35,900 |
| 43 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 1000 | 131.05 | 1,31,050 |
| 44 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 800 | 611.75 | 4,89,400 |
| 45 | Hot finished welded type tubes | Kg | 800 | 194.4 | 1,55,520 |
| 46 | 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 | 200 | 220.65 | 44,130 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 172.6 | 4,31,500 |
| 48 | 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, including 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 5000 | 772.4 | 38,62,000 |
| 49 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 800 | 614.2 | 4,91,360 |
| 50 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 200 | 8,595.15 | 17,19,030 |
| 51 | Light shade pigment using white cement | Sqm | 750 | 1,533.8 | 11,50,350 |
| 52 | Acid and alkali resistant tile | Sqm | 1000 | 1,738.15 | 17,38,150 |
| 53 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. | Sqm | 350 | 1,096.55 | 3,83,792.5 |
| 54 | Size of Tile 600 x 600 mm | Sqm | 800 | 1,464.85 | 11,71,880 |
| 55 | Size of Tile 800 x 800 mm | Sqm | 1500 | 1,724.4 | 25,86,600 |
| 56 | Size of Tile 800 x 1200 mm | Sqm | 1500 | 2,056.9 | 30,85,350 |
| 57 | In 75x75 mm deep chase | Metre | 1100 | 305.15 | 3,35,665 |
| 58 | 110 mm diameter | Metre | 1300 | 377.4 | 4,90,620 |
| 59 | 110 mm | Each | 480 | 136.15 | 65,352 |
| 60 | 110 mm | Each | 480 | 127.6 | 61,248 |
| 61 | 110 mm bend | Each | 480 | 150.35 | 72,168 |
| 62 | 1:6 (1 cement: 6 coarse sand) | Sqm | 11500 | 343.65 | 39,51,975 |
| 63 | 1:6 (1 cement: 6 coarse sand) | Sqm | 11500 | 395.35 | 45,46,525 |
| 64 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3000 | 466.05 | 13,98,150 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 20000 | 262.7 | 52,54,000 |
| 66 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 20000 | 193.7 | 38,74,000 |
| 67 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 800 | 67.4 | 53,920 |
| 68 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 500 | 218.9 | 1,09,450 |
| 69 | With G.I. barbed wire | Metre | 450 | 22.1 | 9,945 |
| 70 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 1000 | 125.75 | 1,25,750 |
| 71 | Cement concrete prepared with batch mixing machine | cum | 400 | 10,529.35 | 42,11,740 |
| 72 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 250 | 747.8 | 1,86,950 |
| 73 | Providing and laying 60mm thick factory 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. | Sqm | 1500 | 972 | 14,58,000 |
| 74 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 400 | 10,117.6 | 40,47,040 |
| 75 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 1000 | 2,017.6 | 20,17,600 |
| 76 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 12,071.75 | 1,20,717.5 |
| 77 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 78 | Providing and fixing 600x450 mm bevelled 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 | 1,607.95 | 16,079.5 |
| 79 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 80 | 1,180.75 | 94,460 |
| 80 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | 20 | 368 | 7,360 |
| 81 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 726.55 | 14,531 |
| 82 | With 100 mm dia | Each | 20 | 632.65 | 12,653 |
| 83 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 442 | 8,840 |
| 84 | Sand cast iron S&S as per IS: 3989 | Each | 10 | 1,996.5 | 19,965 |
| 85 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 86 | 25 mm nominal dia Pipes | Metre | 600 | 627.25 | 3,76,350 |
| 87 | 32 mm nominal dia Pipes | Metre | 200 | 739.3 | 1,47,860 |
| 88 | 50 mm dia nominal bore | Metre | 1500 | 762.15 | 11,43,225 |
| 89 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 90 | Providing and placing on terrace (at all floor levels) 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 | 20000 | 11 | 2,20,000 |
| 91 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 92 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 800 | 598.6 | 4,78,880 |
| 93 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer- in-charge. (Only weight of grill to be measured for payment). | Kg | 150 | 638.35 | 95,752.5 |
| 94 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 4000 | 688.9 | 27,55,600 |
| 95 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant Item*). "(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 400 | 2,450.15 | 9,80,060 |
| Schedule total | ₹20,65,57,565.8 | ||||
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