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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Tender | |
| 2 | L2₹27.0 L+₹3.6 L (15.3%)Rejected-Finance | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹33.3 L+₹9.9 L (42.3%)Rejected-Finance | L3 | Rejected-Finance Other than Lowest |
Tender Value
₹27 L
EMD Value
₹54,000
Closing Date
24 Jan 2020, 2:00 pmClosed
MAJ ALIF MANSOOR
GARRISON ENGINEER MES NASIRABAD - 305 601 (Raj)
CLEANING AND REPAIR / REPLACEMENT OF SEWAGE LINES REPAIR OF CERTAIN DEFENCE RANGES, DRAINS AND FENCING
2019_MES_307678_1
8875/E8
Open Tender
Civil Works
Item Rate
243 days
Nasirabad
As Per NIT
6 documents required · 6 mandatory
₹500
GE NASIRABAD
₹54,000
Yes
8 Feb 2020
19 Dec 2019
25 Jan 2020
19 Dec 2019
24 Jan 2020
10 Jan 2020
19 Dec 2019 - 31 Dec 2019
Amount
Cleaning of Nahani trap /Gully trap of any dia including removing silt /sludge and clearing from blockage complete all as specified & directed.
Cleaning of sewage line by roding manhole to manhole, manually, removing sludge/foreign material completely and making smooth flow of sewage water for 75mm dia bore pipes complete all as specified & directed.
Cleaning of sewage line by roding manhole to manhole, manually, removing sludge/foreign material completely and making smooth flow of sewage water for 100mm dia bore pipes complete all as specified & directed.
Cleaning of sewage line by roding manhole to manhole, manually, removing sludge /foreign material completely and making smooth flow of sewage water for 150mm dia bore pipes complete all as specified & directed
Cleaning of sewage line by roding manhole to manhole, manually, removing sludge /foreign material completely and making smooth flow of sewage water for 200mm dia bore pipes complete all as specified & directed
Cleaning of sewage line by roding manhole to manhole, mechanically, removing sludge/foreign material completely and making smooth flow of sewage water for 100mm dia bore pipes complete all as specified & directed.
Cleaning of sewage line by roding manhole to manhole, mechanically, removing sludge/foreign material completely and making smooth flow of sewage water for 200mm dia bore pipes complete all as specified & directed. NOTE FOR SL ITEM NO 5.00 & 6.00 :- Quoted rates shall be inclusive of arrangement of mechanical instruments & water required. no extra shall be admissible on this account.
Desludging septic tank and removing sludge /silt and other foreign material including sewage water by manually / mechanically and removing the same to outside land in closed vehicles complete all as specified and directed. NOTE :- Quoted rates shall be inclusive of arrangement of mechanical instruments & water required. no extra shall be admissible on this account.
Bailing out & pumping of sewage water from septic tank of any size and removing the sewage water in closed container to a safe distance as directed by Engr-in-charge
Cleaning of manholes and inspection chamber of following depth and size including removing sludge and foreign material including cleanining the manhole with clean water upto entire satisfaction of EIC complete all as specified and directed :-:-
60 x 60cm and depth upto 80cm
120 x 90cm and depth upto 150cm
M & L for punching sewage line of any dia and sealing / making good with CM (1:4) / PCC (1:2:4) as required including earth work in any type of soil and any depth, returning, filling in and ramming complete all as specified & directed.
Demolition of brick/stone masonry built in cement or cement lime mortar in any description complete all as specified and directed.
Demolition of cement concrete (unreinforced) in any position & of any description not otherwise specifically provided for complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&L for stone walling of random rubble, uncoursed, well bonded, bedded & solidly hearted, built in CM (1:6) complete all as specified and directed.
All as per sl item No 12.00 here in before but except stones. Note: Old servieable stones retrieved vide Sl item no 10.00 shall be reused.
M & L for brickwork with fly ash bricks, old size, straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified and directed.
Extra over random rubble stone walling for hammer dressing to face stones and dressing to face beds & joints, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mm on (Sand stone) complete all as specified and directed
M & L for providing precast reinforced cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in louvers & Jallies 50mm thick & frames including all mouldings set in CM (1:4) complete all as specified and directed.
M&L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate in lintels, bressumers, steps, quoin blocks (for use with masonary), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks including chamfers, weathering, throating etc and set in CM 1:4 complete with joints to match complete all as specfied and directed.
M & L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping, bed block etc including weathering slightly, rounded or chamfered angles and throating as directed and including necessary form work complete all as specified and directed.
M&L for preparation of new decorative plastered surface of wall and applying two coat of cement base paint over a coat of primer complete all as specified and directed
M & L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as surface channel / drain complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, metered /stopped ends etc complete all as specified and directed.
Add or deduct for extra for forming channel above or below 25 mm girth for each 3 mm complete all as specified and directed.
Taking down cement or cement lime plaster from stone / brick wall, ceiling including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
M & L for rendering 15mm thick in CM (1:4) on stone masonry wall on external surfaces finished fair and even complete all as specified and directed.
M & L for rendering 10mm thick in CM (1:4) on brick masonry wall on external surfaces finished fair and even complete all as specified and directed.
Raking out joints/ pointing to stone masonry surface built in cement mortar and M & L for raised pointing in CM (1:4) to random rubble stone masonry, uncoursed or brought upto courses complete all as specified and directed.
Dismantling stone slab in cover slab etc any thickness, jointed in any mortar complete all as specified &directed.
M & L for 50mm thick roughly dressed sand stone slab for man hole covers jointed and pointed in CM (1:4) complete all as specified and directed.
M & L for 50mm thick roughly dressed sand stone slab for man hole covers jointed and pointed in CM (1:4) but except stone slab complete all as specified and directed.
M & L for precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate, as in manhole cover and similar work, set in CM (1:4) complete all as specified and directed.
S & F 10 mm dia & over mild steel TMT bars cut to length bent to shape required, including cranking hooking, ends & binding with and including mild steel wire (annealed) not less then 0.90 mm dia complete as specified & directed.
Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, manholes etc and n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers, n.exc 25cm thick with soil complete all as specified and directed.
Removing of excavated soils, not exc 50mtr and depositing where directed at a level n. exc 1.50mtr above the starting point complete all as specified and directed.
M & L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate for packing under & haunching against the sides of drain pipe after they are laid and tested for 150mm bore pipe complete all as specified and directed. Note: Old existing bed shall be reused.
Dismantling of existing sewage pipe line and M & L for 150mm bore salt glazed stone ware drain pipe grade 'A' laid in trenches and jointed in CM (1:1), tested complete all as specified and directed.
Cutting into existing manholes for removing existing 150mm bore branch drain, making good to walling and rendering cutting out branch channel and making good benching in PCC (1:2:4) type B1 using 20mm graded stone aggregate and smooth finish with (1:3) complete all as specified and directed.
Taking up/down AC soil, waste and vent pipe 150mm bore size set in CM from walls/trenches complete all as specified and directed.
Taking up/down AC soil, waste and vent pipe 100mm bore size set in CM from walls/trenches complete all as specified and directed.
Taking up/down AC soil, waste and vent pipe 75mm bore size set in CM from walls/trenches complete all as specified and directed.
S & F PVC (SWR) pipes, 110mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S & F PVC (SWR) pipes, 110mm bore, single socketed, in any length with rubber ring joints, fixed to wall with PVC clamps complete all as specified and directed.
S & F PVC (SWR) pipes, 75mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of bore 75mm with PVC clamps complete all as specified and directed.
S & F PVC (SWR) 110mm bore bends (any radius) fixed with cement joint complete all as specified and directed.
S & F PVC (SWR) 110mm bore branch piece (Tee) fixed to walls with cement joint with or without oval access door complete all as specified and directed.
S & F PVC (SWR) 75 mm bore bends (any radius) fixed with cement joint complete all as specified and directed.
S & F PVC (SWR) 75mm bore branch piece (Tee) fixed to walls with cement joint with or without oval access door complete all as specified and directed.
S & F PVC (SWR) 110mm bore PVC (SWR) vent cowl complete all as specified and directed.
S & F PVC (SWR) 75mm bore PVC (SWR) vent cowl complete all as specified and directed.
Dismantling posts or struts (Steel or RCC) of any section embedded in concrete, including taking out embedded portion and preparing post holes for providing new posts in any type of soil complete all as specified and directed.
Taking down carefully old galvanised stranded steel barbed wire from old RCC posts and removing from site complete all as specified and directed.
Dismantling of fencing wire mesh any type complete all as specified and directed
Excavation in post holes (or similar holes) each n exec 0.5 cum getting out, returning filling and ramming earth or broken rubble mixed with earth around in layer n exec 25 cmm , watering and removing surplus soil to a distance n ecec 50m in soft/loose soil and making good surface complete all as specified and directed.
M & L for MS work for fencing post and struts made from angle iron and flat iron in any section including cutting tops to shape, drilling holes and notching for fixing of wires etc confirming to Fe-290 (Gde E-165) complete all as specified and directed.
Fixing only MS work for fencing post and struts made from angle iron and flat iron in any section including cutting tops to shape, drilling holes and notching for fixing of wires etc complete all as specified and directed. NOTE: Old serviceable steel post retrieved vide Sl item no 51.00 shall be reused.
Supply only chain link MS zinc coating 60gsm as per IS 4826 fencing of any mesh & 3mm dia of wire complete all as specified and directed. Note :- This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less. Make :- TATA (Wiron)/ Jindal.
Fixing only chain link fencing including line wire, any mesh, size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.
S & F galvanised 2 strand, steel barbed wire, 2.20mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised (Zink coating 60 gms) mild steel wire, staples or steel pins, etc as directed each line wire to measured complete all as specified and directed. Make :- TATA (Wiron) / Jindal.
M & L 5 to 10mm dia mild steel screw bolts (Machine made) with hexagonal or square head at one end and screwed the other or screwed both ends each screwed and to be bolted with washers and one hexagonal or square not exc 50mm long and dia of shank 5 to 10mm including fixed with welding to angle complete all as specified and directed.
Supply only 4mm dia galvanised medium coated steel wire cut to length as required for fixing chain link fencing etc complete all as specified and directed. Make :- TATA (Wiron)/ Jindal.
M & L for preparation of new steel and iron surfaces, n.exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M & L for preparation of new steel and iron surfaces, exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M & L for preparation of old steel and iron surfaces, n.exc 10cm width or girth and apply two coats of synthetic enamel paint complete all as specified and directed.
Demolition of cement concrete (unreinforeced) in floors and paving n.exc 15cm thickness (above or below ground level) complete all as specified and directed.
Dismantling stone slab & tile of any description or thickness in floors etc. laid, bedded & pointed in any mortar complete all as specified & directed.
M & L for 75mm thick, PCC (1:4:8), type D-2 using 40mm crushed stone aggregate as in sub base to interlocking tiles / floors complete all as specified and directed.
M & L for 40mm thick roughly dressed sand stone slab as in flooring, laid dry, jointed and pointed in CM (1:3) complete all as specified and directed.
M & L for machine pressed precast concrete interlocking tiles in path 60 mm thick, ISI marked, M-35 grade of approved quality laid over & including 50 mm sand cusion vibrated with mechinical vibrator complete all as specified and directed.
M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick in floor set, jointed and pointed with grey cement slurry laid over & including 15mm thick screed bed in CM 1:6 complete all as specified & directed.
M/s K Prashad and Sons
JWALA ENTERPRISES
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