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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC VILL BHANGERI PO ROORKEE PIN 247667 | HARIDWAR | UTTARAKHAND | 247667 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹27.4 L+₹54,501.30 (2.03%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹27.9 L+₹98,697.06 (3.67%)Rejected-AOC | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹28.6 L+₹1.7 L (6.44%)Rejected-AOC 52 VIJAY COLONY NEW CANTT ROAD DEHRADUN UK | L4 | Rejected-AOC REJECTED | |
| 5 | L5₹28.9 L+₹2.0 L (7.36%)Rejected-AOC 0 AJAY KUMAR 85 HASTAM HASTAM BANDA UTTAR PRADESH 210001 HASTAM BANDA UTTAR PRADESH 210001 UDYAM UP 13 0007628 | BANDA | UTTAR PRADESH | 210001 | L5 | Rejected-AOC REJECTED |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
30 Dec 2019, 6:00 pmClosed
G E ROORKEE
G E ROORKEE
REPAIR TO JOINERY AND ALLIED WORK IN AGE B R II UNDER GE MES ROORKEE AND REPAIR CLEANING OF SEWAGE LINE MANHOLES SEPTIC TANK POCKET 5 AND 6 IN B R II UNDER GE ROORKEE
2019_MES_302332_1
8391/878/E8
Open Tender
Civil Works
Item Rate
180 days
ROORKEE CANTT
AS PER NIT
6 documents required · 6 mandatory
₹500
G E ROORKEE
₹60,000
Yes
25 Jun 2020
30 Nov 2019
31 Dec 2019
30 Nov 2019
30 Dec 2019
14 Dec 2019
Amount
Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.5 sqm but not exceeding 4.0 sqm each and removing from site complete all as specified and directed.
Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding not exc 1.50 sqm each and removing from site complete all as specified and directed.
Taking down shutters of any description exc. 1 sqm and n. exc. 2 sqm each and removing from site complete all as specified and directed.
Taking down shutters of any description n exc. 1 sqm each and removing from site complete all as specified and directed.
Resecuring or easing & adjusting without taking down shutters of any description exc. 1 sqm and n. exc. 2 sqm each complete all as specified and directed.
Resecuring or easing & adjusting without taking down shutters of any description n.exc. 1 sqm each complete all as specified and directed.
S&F 35 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type both sides (ISI marked) all with 6 mm thick teak wood edging all round complete all as specified and directed.
S&F 35 mm thick factory made second class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24(a), supplied and fitted to chowkats complete all as specified and directed.
S&F mild steel of grade Fe-290 in hold fast, bands, straps, supports or stays for rain water, ventilating pipes including bolts, if required, clamps, hold fasts and similar small articles complete all as specified and directed.
S&F galvanised mild steel wire cloth, 0.56 nominal dia of wire and average width of aperture 1.0 mm and fixed with tinned tacks or galvanised wire staples complete all as specified and directed.
S&F sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden beads supplied with shutters in square n.exc. 0.5 sqm in each pane complete all as specified and directed.
S&F sheet glass 4 mm thick, figured glass, pin head type and glazing with oil putty or wooden beads supplied with shutters in square n.exc. 0.5 sqm in each pane complete all as specified and directed.
S&F in repairs stainless steel butt hinges, of size 100 mm complete all as specified and directed.
S&F in repairs stainless steel butt hinges, of size 75 mm complete all as specified and directed.
S&F 150 mm long aluminium, anodized, barrel tower bolts of extruded section and fixed complete all as specified and directed.
S&F 300 mm long aluminium alloy, anodized, sliding door bolt with hasp, staple(bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed.
S&F factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC sheet strip of 20 mm width struck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail. Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, and fixing in the frame at site as per specification & drawing complete all as specified and directed.
All as per item No. 17.00 above herein before but fully glazed i.e. glass panes used instead of 5mm PVC sheet panels in ventilators, windows complete all as specified & directed.
S & F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S Square tube, supplying & fixing in opening as per specification & drawing complete all as specified and directed.
S&F PTMT butt hinges 100 mm Make: Cat No 222 PRAYAG/Equivalent complete all as specified and directed.
S&F PTMT tower bolt 200 mm Make: Cat No 233 PRAYAG/Equivalent complete all as specified and directed.
S&F PTMT door handles 125 mm Make: Cat No 202 PRAYAG/Equivalent complete all as specified and directed.
S&F in repairs 18/19 mm thick block boards, grade 2 quality, interior grade, commercial type, fixed with screws to timber frame work complete all as specified and directed.
S&F extruded aluminium alloy handles, fabricated type, anodized of size 125 mm complete all as specified and directed.
M&L for hacking out old broken glass (any thickness, size, quality or description) from metal frame glazed with putty including punching or drilling out old glazing pin/spring, clips and providing new one complete all as specified and directed.
S&F second class hard wood (SAL), plain, solid straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints,. complete all as specified and directed.
M&L for rendering 10 mm thick in CM 1:6 on brick masonry surfaces, in patches n. exc. 3 sqm each, finished even and smooth without using extra cement complete all as specified and directed.
M&L for preparation of new plastered or unplastered surfaces of walls and applying three coats of white wash complete all as specified and directed.
M&L for preparation of new wooden surfaces of any description, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of aluminium wood primer complete all as specified and directed.
S & F Continuous (Piano) hinges, mild steel, bright finished or electro galvanized, width of flaps (When open) 30 mm complete all as specified and directed.
S&F steel windows with side hung shutters incl box type hinges with steel handles and steel peg stay complete with glazing bars dovetailed or welded complete all as specified and directed.
S&F steel windows with side hung shutters incl box type hinges with steel handles and steel peg stay complete without glazing bars dovetailed or welded complete all as specified and directed.
S&F mild steel framed work such as grills, grating etc with ends of bars shouldered and or riveted or forged in spikes , framed guard bars, barred iron doors , ladders, framed balusters, railings and similar conforming to Fe-290Gde E-165 complete all as specified and directed.
Cutting holes in brick walls built in cement mortar or cement lime mortar and stone walls built in lime mortar for inserting holdfasts and making good dismantled portion in cement mortar (1:3) or cement conc (1:2:4) type B1 as reqd depth of embedded portion exc half brick but n exc one brick complete all as specified and directed.
M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description over 10 cm in width or girth complete all as specified and directed.
Demolition of brick work or stone boulder masonry built in cement mortar or cement lime mortar incl all quoins , arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.
M&L for brick work with old size sub class 'B' bricks , straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed
M&L for brick work with old size sub class 'B' bricks , straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed
M&L for rendering 12 mm thick in CM (1:6) on brick or concrete surfaces finished even and fair without using extra cement complete all as specified and directed.
M&L for rendering 10 mm thick on concrete surface of ceiling in CM 1:4 complete all as specified and directed.
M&L for preparation of new plastered surfaces and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed.
S & F of Mild Steel 300mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified.
Cleaning/clearing of sewage line 100mm dia by rodding from WC to Gully trap manholes or from cleaning eyes including getting out sludge/waste from manholes and well flushing after cleaning, removing sludge/waste to low lying area as directed by Engineer-in-Charge (up to 1.5 m depth from top of MH to bottom of pipe) complete all as specified and directed.
All as per item No. 43.00 herein before but 150 mm dia sewage lines complete all as specified and directed.
All as per item No. 43.00 herein before but 150 mm dia sewage lines (exc 1.5 m and n.exc 3.00 m in depth from top of manholes to bottom of pipe line) complete all as specified and directed.
All as per item No 43.00 herein before but 200mm dia sewage line ( up to 4m depth from top of manholes to bottom of pipe line) complete all as specified and directed.
All as per item No 43.00 herein before but 200mm dia sewage line (exc.3m and n.exc 4.5 in depth from the top of man hole to bottom of pipe line) complete all as specified and directed.
Removing the sludge/spoil after getting out from septic tanks/Cess pool/manholes to a dist not less than 1500 mtr including loose dirty stones etc, with combined high pressure water jetting cum suction (Vacuum) type machine mounted on vehicle and having facilities of high pressure of water thermoplastic fiber blended water jetting house and through conical/round shape nozzle pipe and removing outside MD land in low lying area complete all as specified and directed.
Surface excavation n.exc 30cm in deep and getting out in soft/loose soil incl cutting and removing grass bushes, small plant etc surrounding septic tank, soakage well and manholes etc, complete all as specified and directed.
Excavation in trenches n.exc 1.50 m wide & n.exc 1.50 m in depth and getting out in soft/loose soil for manholes, sewage lines, etc complete all as specified and directed.
Excavation in trenches n.exc 1.50 m wide & exc 1.5m and n.exc 3.0 m in depth and getting out in soft/loose soil for manholes, sewage lines, etc complete all as specified and directed.
Returning filling in trenches incl spreading, leveling, watering & well ramming in layers not exc 25cm thick complete all as specified and directed, in soil complete all as specified and directed.
Removing excavated materials n.exc 50m & depositing where directed at a level n.exc 1.5m above from starting point complete all as specified in soil complete all as specified and directed.
Taking out/demolition & breaking up drains pipes SWG 150mm dia set in cement mortar complete all as specified and directed.
Taking out/demolition & breaking up drains pipes SWG 200mm dia set in cement mortar complete all as specified and directed.
Taking out/demolition & breaking up drains pipes SWG 100mm dia set in cement mortar complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed of drain pipes incl packing under and hunching against sides of pipes after they are laid and tested for 150mm dia of pipe complete all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed of drain pipes incl packing under and hunching against sides of pipes after they are laid and tested for 200mm dia of pipe complete all as specified and directed.
M&L SWG drain pipe 150mm internal dia, grade `A' laid in trenches & jointed in cement mortar 1:1 complete all as specified and directed.
M&L SWG drain pipe 200mm internal dia, grade `A' laid in trenches & jointed in cement mortar 1:1 complete all as specified and directed.
M&L PCC 1:4 :8 type D-2 (using 40mm graded stone aggregate) as in foundation of manholes etc complete all as specified and directed.
M&L precast RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) in manhole covers incl necessary form work and set in CM 1:4 complete all as specified and directed.
M&L Mild steel TMT steel reinforcement bars 10mm dia and over cut to length, bent to shape required incl cranking, hooking ends and binding with and including MS wire(annealed) not less than 0.9mm dia complete all as specified and directed.
M&L Mild steel TMT steel reinforcement bars 6 to 8mm dia and over cut to length, bent to shape required incl cranking, hooking ends and binding with and including MS wire(annealed) not less than 0.9mm dia complete all as specified and directed.
S&F CI soil/waste & vent (sand cast) pipe 100mm dia laid in trenches/walls with cement joints complete all as specified.
S&F CI bends (any radius) 100mm bore complete all as specified and directed.
S&F CI branch pieces single (equal or unequal) ordinary or inverted (spigot or socket) or with parallel branches 100mm bore with access door complete all as specified and directed.
All as per item No 68.00 herein before but double complete all as specified and directed
Cutting into existing manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1 smooth finished & reforming benching as required for 150mm dia pipe complete all as specified and directed.
All as per item No 70.00 herein before but for 200 mm dia pipe complete all as specified and directed.
Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for as in old septic tanks complete all as specified and directed.
Cleaning of manholes manually including getting out sludge/waste from manholes and well flushing after cleaning, removing sludge/waste to low lying area, clearing the inlet and out let pipe mouth,etc (depth of MH not exc 1.5 m) complete all as specified and directed.
All as per item 73.00 herein before but depth of MH exc 1.5 m and not exc 3.0 m complete all as specified and directed.
All as per item 73.00 herein before but depth of MH exc 3.0 m and not exc 4.50 m complete all as specified and directed.
M&L for cement concrete type B1 1:2:4 (20 mm graded aggregated) edges in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth cources,string courses, lacing courses, parapets and railings up to 60 cm in height, coping, kneelers, apex, stones, bed plates, water troughs and the like including weathering, slightly, rounded or chamfered angles and throating, as directed.
Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed.
M&L for rendering 10mm thick in cement mortar 1:4 (mixed with WPC as per manufacture instruction) on brick/ concrete surface finished and smooth using extra cement. (WPC shall be measured and paid for separately under relevant item complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in filling/ mass concrete complete all as specified and directed.
M&L for Integral waterproofing compound complete all as specified and directed.
M&L for 75 mm thick Cement concrete 1:3:6 type C-1, (using 20 mm graded stone aggregate) as in plinth protection/ path incl finishing the surface even and smooth w/o using extra cement all as specified and directed.
Cleaning /clearing of shaft portion in OTM accn after cleaning, removing of sludge/waste to low lying area as directed by Engineer in Charge complete all as specified and directed.
Demolition and breaking up drain pipe salt glazed ware, AC, PVC or reinforced concrete pipes internal dia of pipe 100mm /75mm complete all as specified and directed.
S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints, fixed to walls/ laid in trenches and floors complete all as specified and directed.
S&F PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints, fixed to walls/ laid in trenches and floors complete all as specified and directed.
S&F PVC (SWR) bends/ Tee any radius 110mm bore complete all as specified and directed.
S&F PVC (SWR) bends/Tee any radius 75mm bore complete all as specified and directed.
Supplied and Fixed Stack clamps out of 50 x5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to walls or roof 110mm bore pipe fixed in repair complete all as specified and directed.
Supplied and Fixed Stack clamps out of 50 x5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to walls or roof 75mm bore pipe fixed in repair complete all as specified and directed.
M/S. DEV ASSPOCIATES
M/S IRFAN AHMAD CONTRACTOR
nautiyalandcompany
AJAY KUMAR CONTRACTOR
Alankar Traders
RAJENDER CONSTRUCTION CO
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