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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC JHABRERA ROAD NEAR POWER STATION MANGLOR DISTT HARIDWAR UTTRAKHAND | MANGLOR | HARIDWAR | UTTARAKHAND | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹12.5 L+₹36,375.30 (3.00%)Rejected-AOC 65 MATA KA MANDIR RAM NAGAR COLONY SHAHJAHANPUR 242001 UP | SHAHJAHANPUR | SHAHJAHANPUR | UP | 242001 | L2 | Rejected-AOC Being L2 | |
| 3 | L3₹13.3 L+₹1.2 L (10.0%)Rejected-AOC | L3 | Rejected-AOC Being L3 |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
28 Aug 2020, 6:00 pmClosed
GE 871 EWS
GE 871 EWS C/O 56 APO
REPAIR TO CHAIN LINK FENCING , BARBED WIRE, HARDSTANDING, APPROACH PATH, DRAINS, CULVERTS ETC AT JOSHIMATH
2020_MES_348024_3
8541/E8
Open Tender
Civil Works
Works
180 days
JOSHIMATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 871 EWS
₹24,000
Yes
15 Sept 2020
22 Jul 2020
31 Aug 2020
23 Jul 2020
28 Aug 2020
30 Jul 2020
23 Jul 2020 - 28 Aug 2020
Amount
Demolition of cement concrete (unreinforced) in ground floor and paving nexc 15 cm thickness ( below or above ground level) all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stone work and precast concrete block walling all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition ) all as specified and directed.
Dismantling posts or struts (wood, steel or RCC) of any section embedded in concrete, including taking out embedded portion and making good disturbed ground all as specified and directed.
Dismantling of fencing wire mesh of any type all as specified and directed.
Dismantling structural steel work including doors, gates but excluding framed truss all as specified and directed.
Demolition and breaking up drain pipes 300mm/450mm dia (salt glazed stone ware, AC or reinforced concrete) set in cement mortar all as specified and directed.
Taking down cement plaster on block masonary or concrete surfaces including raking out joints, hacking for key,scrubbing down with water all as specified and directed.
M&L PCC 1:4:8, type D-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete all as specified and directed.
M&L pre-cast cement concrete block masonary 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) with solid block exc 10 cm in width and setting in CM 1:6 all as specifed and directed.
All as per Srl item No.11 here- in before but except blocks all as specifed and directed.
M&L walling of random rubble stone masonry uncoarsed or brought upto courses, well bonded bedded and solidly hearted in CM 1:6 all as specifed and directed.
All as per item No 13 here in before but except stone all as specifed and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface nexc 20mm to face stone and dressing of face beds and joints all as specified of random rubble walling, uncoursed or brought upto courses all as specifed and directed.
M&L raised pointing to randam uncoursed or brought upto courses in cement mortar 1:3 by using river sand all as specified and directed
M&L for 15 mm thick rendering by using river sand in cement mortar 1:4 on fair faces of brick or cement concrete surfaces finished even and smooth without using extra cement all as specifed and directed.
M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in coping including necessary form work all as specifed and directed.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of white wash all as specified and directed..
M&L preparing new plastered wall surfaces and applying three coats of white wash all as specified and directed.
M&L PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete as in fencing post all as specified and directed.
S&F mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh) including all necessary drilling, bolting or riveting, and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
All as per item No 22 here in before but fabrication and fixing only all as specifed and directed.
S&F galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins all as specified and directed. Note:Each line wire shall be measured as one length.
S&F in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins all as specified and directed. Note:Each line wire shall be measured as one length.
Restraining,resecuring including making good galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. all as specified and as directed. Note :Each line wire shall be measured)
Supply only Chain link MS galvanised fencing of any size or type (Maximum size of mesh not exc 100mm x 100mm and dia of wire n.exc 3.15mm.) all as specified and directed.
Fixing only Chain link fencing including line wires, any mesh, size and type to any standards, rails, straining bolts, including provision of binding wire all as specified and directed.
S&F mild steel round bar 10 mm dia to be fixed as line wires all as specified and directed.
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, length of bolt exc 5cm but n exc 10cm long and diameter of neck between 11 to 15mm all as specified and directed.
S&F mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, cooler stand, support using angle iron, MS Flat Iron, tubular section and similar work conforming to Fe.290.Gde-E-165 all as specified and directed.
S&F TMT bars 10 mm dia and over, cut to length bent to shape required including crancking bending, spirally for hopping for columns etc hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.
S&F TMT bars of 6 to 8 mm dia and over, cut to length bent to shape required including crancking bending, spirally for hopping for columns etc hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.
M&L for preparation of new steel surfaces of any description over 10cm in width or girth not otherwise discribed, and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
M&L preparation of new steel surfaces n.exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
M&L pre -cast reinforced cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in manhole/drain covers of required size shape set in CM 1:4, including use and waste of form work, all as specified and directed. Note:- Reinforcement shall be measured and paid separately under relevant item of schedule.
M&L prepolished chequered cement concrete tiles 25cm x 25cm/ 30cmx30 cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and laid over 20 mm thick screed bed or bedding of CM 1:6 all as specified and directed.
M&L for 60mm thick of M-35 grade precast concrete interlocking paver block casted in rubber moulds and compacted on vibratory tables in any shape and size as approved, confirming to IS 15658-2006 over and including 50mm thick cushion of fine sand and also joints filled by fine sand and compacting the top surfaces of paver blocks after laid all as specified and directed.
M&L 50 mm thick PCC 1:2:4 type B1 using 20mm graded crushed stone aggregates as in hard standing/flooring laid in alternate panel including use and waste of formwork, finished top surfaces even and smooth without using extra cement all as specified and directed.
M&L forming construction joints 30mm deep x 8mm wide, filled with sealing compound grade 'B', cleaning the complete joint and top primed with primer and filled 10 mm with polyurethane thermo setting type sealant over 10 mm deep polythene back up material and pasting polythene adhesive tape all along on the both the edges of joint and removing the same after filling and tooling the material inside the joint to remove spilled over material including one coat of lime wash on the vertical surfaces all as specified and directed.
M&L forming Contraction (Dummy) joints 50 mm deep x 6mm wide, filled with sealing compound 'B',(using diamond cutter) and top 13 mm (minimum above back up rod) filled with polyurethane sealant and priming the sides with two coats of primer, provision of closed cell polyethelene back up rod 8 mm dia and applying masking tape on edges of joint to prevent accidental spillage of sealant on top surface and to give a neat finished to the sealant is applied for thickness of concrete slab and removing the masking tape after sealant shall conform to IS-581 all as specified and directed.
M&L PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate for concrete bed to drain pipes including packing under, and haunching against the sides of 300mm dia pipes after they are laid and tested all as specified and directed.
M&L 450 mm dia reinforced concrete pipes, class NP2 , laid and jointed with collars all as specified and directed.
M&L 300 mm dia reinforced concrete pipes, class NP2 , laid and jointed with collars all as specified and directed.
M&L Extra for forming 40 cm inner girth fair finished drains or channels i.e. exc 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends all as specified and directed.
M&L PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in surface channels and drains all as specified and directed.
M/S CHAUHAN ELECTRIC WORKS
JHURI PRASAD AND SONS
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