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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.7 L+₹78,924.13 (6.11%)Rejected-AOC JANTA COLONY HOUSE NO 597 WARD 35 OPPOSITE SANT NAAM DEV MANDIR JANTA COLONY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.1 L+₹1.2 L (9.06%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹14.2 L
EMD Value
₹28,360
Closing Date
26 Sept 2023, 3:00 pmClosed
JAGDISH SINGH DAHIYA
Engg. Cell, MDU, ROHTAK
Construction of 3 nos. Selfie Points ( Tagore Auditorium, Vivekanand library, FDC Building) in MDU Rohtak
2023_HRY_311225_1
2023702DD7B5 284F 4A4D 964A 4AD1D696B62B817MDU
Open Tender
Civil Works
Works
45 days
Rohtak
Construction of 3 nos. Selfie Points ( Tagore Auditorium, Vivekanand library, FDC Building) in MDU Rohtak
2 documents required · 2 mandatory
₹1,000
Yes
₹28,360
Yes
19 Feb 2024
13 Sept 2023
27 Sept 2023
13 Sept 2023
26 Sept 2023
13 Sept 2023
Amount
[10.62]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.
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
[4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)
[8.26.2.2]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. 2.2. Granite of any colour and shade Area of slab over 0.50 sqm
[8.27.2]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. 2. Granite work
Providing and fixing SS304 Grade Alphabet Fixed with fastners etc Complete as per direction of engineer in Charge
Providing and fixing SS304 Grade MDU Logo of dia 900mm Fixed with fasteners etc Complete as per direction of engineer in Charge
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of = 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting of vertical `T` (for intermediates)/ `L`(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical grid, and horizontal aluminium `C`-clamps of size 56x25x2mm thickness of length 150mm at junction of tiles and of length 75mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical `T`/`L/ Tubular` sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. With 16mm thickness ( plus /- 10%) terracotta tiles of grey colour
Lira Square Pvt. Ltd.
ROHIT CONTRACTOR
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