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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹14.4 L+₹2.0 L (16.0%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹15.4 L+₹3.0 L (23.9%)Rejected-AOC 0 BARAUNDHA SADAR MIRZAPUR MIRZAPUR UTTAR PRADESH 231001 | MIRZAPUR | UTTAR PRADESH | 231001 | L3 | Rejected-AOC Other than lowest bidder | |
| 4 | L4₹16.5 L+₹4.1 L (32.8%)Rejected-AOC | L4 | Rejected-AOC Other than lowest bidder |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
30 Dec 2019, 6:00 pmClosed
CWE Jammu
HQ CWE Jammu PIN-900172 C/o-56APO
SPECIAL REPAIR TO BLDG NO T-06, T-29 AND T-03 DAMAGED DUE TO STORM AT CARNETIC LINES DAMANA UNDER GE JAMMU
2019_MES_302546_1
CANO-CWE/JP-47/2019-20
Open Tender
Support/Maintenance Service
Item Rate
180 days
Damma Jammu
Class E Category a(i)
9 documents required · 9 mandatory
₹500
GE Jammu
₹30,000
Yes
24 Apr 2020
30 Nov 2019
6 Jan 2020
30 Nov 2019
30 Dec 2019
14 Dec 2019
Amount
B&R PORTION:- Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified.
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified.
Taking down roof trusses, coupled rafters or trussed beams of clear span above 4 meters and upto 8 meters, complete all as specified.
Dismantling timber scantling 40 sq cm and over in section framed work of any description, complete all as specified.
Dismantling boarding including steel framework any description fixed in any position with nail complete all as specified & directed.
Dismantling ceiling boards (fibre, pulp, insulation) or insulation boards/ slabs/ blankets any thickness including cover fillets, complete all as specified.
Dismantling of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work including removing unsv materials exc 100mtrs, complete all as specified and directed. as specified.
Hacking out old broken glass (any thickness, size, quality or thickness) from metal frame including punching or drilling out old glazing pins, spring clips and removing the debris, complete all as specified.
Brick work with sub class 'B' brick straight or curved on plan exc 6 m mean radius build in CM 1:6 complete all as specified.
Description all as per ser item No 09 above but except bricks.
3 mm thick sheet glass ordinary quality glazing with steel pins, oil putty to steel windows and beads nails etc. to wooden surfaces as in square exc 0.50 sqm in each pane, complete all as specified.
2nd class soft wood as in scantling, clean sawn fixed, complete all as specified.
Structural steel works of Fe 410W (Gde E 250) quality A, as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. including painted one shop coat of zinc chromate/red oxide primer paint (including preparation of surface) before fabrication, complete all as specified.
Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, complete all as specified.
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 22.5cm and n exc 30cm long, Diameter of neck 16mm to 20mm Conforming to IS, complete all as specified.
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified.
Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified.
0.63 mm thick Mild steel, corrugated, sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified.
GI section frame work (powder coated) for fixing of white, pre-primed, self embossed, reinforced designer board, grid consisting of perimeter wall angle 19mmX19mmX0.45mm, cross 'Tee' 28.6mm (web)X 24mm flange 0.33mm thick powdered coated main tee 38mm (Web) X24mm flange 0.33mm thick. Wall angle shall be screwed/ fixed to brick wall / partition wall / concrete / RCC with the help of nylon sleeves and screws @ 610 mm C/C , then suspending GI main 'Tee' in both directions by means of hangers with alignment @ 1220mm C/C to soffits. To from grid of 610X610mm cross Tee shall be provided @ 610mm C/C in both directions and all suitable provisions shall be made for fixing the recessed/surface mounting light fittings if any, complete all as specified and directed by Engr-in-Charge. Note:- Boarding shall be measured & paid seperately.
4mm thick of size 605X605 mm, white pre-primed, self embossed, reinforced designer board for false ceiling Conforming to IS-14862 and ISO-8336:1993. Suitable provisions shall be made for fixing the recessed/surface mounting light fittings if any, complete all as specified and directed by Engr-in-charge.
Description all as per ser item No 20 above but except board, complete all as specified and directed by Engr-in-charge. Note:-Refixing designer ceiling boards obtained from dismantling in item No 6 shall be re-used in this item.
Rendering 15 mm thick cement plaster in cement mortar (1:6) on other than fair face of brick work or stone surfaces of wall and finished the surface even and smooth without using extra cement all as specified. Note:-All necessary scaffolding, lifting arrangement if required at site shall be inclussived in the quoted rate by the contractor.
Rendering 15 mm thick cement plaster in cement mortar (1:4) on fair face of brick work or concrete surfaces of wall and finished the surface even and smooth without using extra cement all as specified. Note:-All necessary scaffolding, lifting arrangement if required at site shall be inclussived in the quoted rate by the contractor.
Preparation of old wood or wood based surface of any description and applying two coats of synthetic enamel paint , complete all as specified.
Two coats of oil bound distemper over a coat of alkaly primer to newly plastered surface of wall with & including preparation of surfaces with wall putty 1-3mm thick, complete all as specified and directed.
Prepration of old treated plastered surface of wall and applying two coats of oil bound distemper over a coat of alkaly primer to old treated plastered surface of wall with & including preparation of surfaces with wall putty 1-3mm thick, complete all as specified and directed.
Two coat of synthetic enamel paint any tint over & including primer as red oxide, zine crome after preparation of new surfaces of steel of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint, complete all as specified and directed.
Two coat of synthetic enamel paint any tint after preparation of old treated surfaces of steel of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint, complete all as specified and directed.
Two coat of cement based paint including preparation to newly plastered surfaces of walls including a coat of approved primer, complete all as specified and directed by Engr-in-Charge.
Preparation of old trated plastered surfaces of wall including filling of small holes etc. and applying two coats of cement based paint, complete all as specified and directed by Engr-in-Charge.
Reinforced cement concrete (nominal mix) in Type B1 1:2:4 (20mm graded crushed stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span ,as in lintel band including necessary formwork, complete all as specified and directed.
TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified.
Description all as per Item No-32 above but 5mm dia and over upto and incl 10 mm dia as in binders,stirrups,spacer, complete all as specified.
M/s Koul & Sons
M/S K D Construction Co
M/S TRIKUTA BUILDERS
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