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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.3 CrAccepted-Finance | ₹4.3 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹4.6 Cr+₹25.9 L (6.00%)Rejected-Finance 0 | NA | NA | 121004 | ₹4.6 Cr+₹25.9 L (6.00%) | 2 | Rejected-Finance L2 |
| 3 | 3₹4.6 Cr+₹26.0 L (6.02%)Rejected-Finance | ₹4.6 Cr+₹26.0 L (6.02%) | 3 | Rejected-Finance L3 |
| 4 | 4₹4.7 Cr+₹35.7 L (8.26%)Rejected-Finance | ₹4.7 Cr+₹35.7 L (8.26%) | 4 | Rejected-Finance L4 |
| 5 | 5₹4.7 Cr+₹40.8 L (9.44%)Rejected-Finance | ₹4.7 Cr+₹40.8 L (9.44%) | 5 | Rejected-Finance L5 |
Tender Value
₹5.5 Cr
EMD Value
₹11 L
Closing Date
19 May 2020, 4:30 pmClosed
Superintending Engineer pmgsy circle Baramulla
sangrama baramulla
Upgradation and Maintenance of road from Muqam to Dardhal via Minjgram Naganari Stage U Batch I 2019-20 Package JK03-2019 length 4.60 Kms block Boniyar PMGSY Division Uri
2020_KSRRD_90246_1
JK032019
Open Tender
CIVIL
Item Rate
450 days
Boniyar
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts officer PMGSY Kashmir
₹11 L
Yes
office of the superintending engg pmgsy circle bla
5 Apr 2021
24 Feb 2020
20 May 2020
25 Feb 2020
19 May 2020
29 Feb 2020
27 Feb 2020
Amount
Site Clearance
Cleaning and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees of various girths removal of stumps of such trees cut earlier and disposal of the unserviceable materials and stacking of serviceable materials to be used or auctioned within the lead of proposed road length or as per the direction of Engineer in charge at site including removal and disposal of top organic soil not exceeding 150mm in thickness (as per technical specification in clause 201 by mechanical means in area of thorny jungles.
Earth Work
Excavation in hilly area in hard soil by mechanical means including cutting and trimming of side slopes (1H:1V to 1H:2V) and disposal of excavated earth with all leads,lifts, loading,unloading and octori.(Finished work to be measured.) as per drawing and MORD technical specification clause 1603.1.(Actual quantity as per site condition)
Excavation in hilly area in ordinary rock by mechanical means not requiring blasting including cutting and trimming of side slopes and disposal of cut meterial with al leads,lifts,loading,unloading and octori.(Finished work to be measured) as per drawing and MORD technical specification clause 1603.2. (Actual quantity as per site condition)
Excavation in hilly area in hard rock by mechanical means may require blasting including cutting trimming bottoms and side slopes in accordance with requirement of lines, grades and cross- sections and disposal of cut meterial with all leads lifts,loading unloading and octori(Finished work to be measured) as per MORD technical specifications clause 1603.2.(Actual quantity as per site condition)
PROTECTION WORK (1150 RM)
Construction Of Retaining Structures (R/B Walls)
Earth work excavation in ordinary soil for foundations of structures upto required depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up to required lead dressing of sides and bottom and back filling in trunching with excavated suitable material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 having PCC Grade M-10 with nominal mix including cost of formwork and carriage of all materials from approved source only to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
Random Rubble Masonry in cement mortar (1:5 mix) for sub-structure complete as per drawing and MORD technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work with stone having dimension according to IS:1597 having crushing strength, durability and size according to IS 1597:1992 with cost of bond stone with all leads, lifts, loading, unloading and octori.(Finished work to be measured).
Labour for random rubble masonry in dry uncoursed/ brought to course for sub structure complete as per drawing and MORD technical specification clauses, 702,704,1202 and 1204 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured)
Pointing on stone masonry walls with cement mortar (1:3) as per drawings and MORD technical specification clause 613.3 and 1208.4 incl.cost and carriage of all materials from approved source (Cement Srinagar :lead 75km, sand: Juhama 22km)with all leads,lifts,loading,unloading and octroi. (Finished work to be measured)
Providing PCC M-20 architectural Coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)
Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), including all carriage of material (available at site) from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.
CRATE PROTECTION WORKS:-
Earth work excavation for foundations of structures upto required width and depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, upto required lead dressing of sides and bottom and back filling in trunching with excavated suitable meterial including construction of temporary divertion over existing nalah as per requirement.
Providing and laying apron laid in wire crates with 4mm dia annealed wire confirming IS 280 and 4626 in 100x100 mesh including 10% extra for laps with stone boulder weighing not less than 25 kg as per drawing and technical specification of 1301 including cost of carraige from source to site (upto a lead of 35km)
Toe wall for Crate Structures
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104 including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter, drassing of sides and bottom and back filling with approved material in oridnary soil.
Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all meterials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)
Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and MORD technical specifications clause 802, 803, 1202 & 1203 including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, complete.)
CD WORK.
HUME PIPE CULVERTS 1000MM DIA. (08 No.) SINGLE ROW
Earth work excavation for foundations of structures upto required width and depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable meterial including construction of temporary divertion over existing nalah as per requirement.
Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all materials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)
Random rubble masonry in cement mortar 1:5 mix for sub structure complete as per drawing and MORD technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured.)
Providing and laying plain/ reinforced cement concrete in open foundation with M-20 grade as per drawing and MORD technical specifications clause 802, 803, 1202 & 1203 including cost of from work and all cost & carriage of material from approved source to site of work, loadoing, unloading complete (Finished work to be measured)
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and MORD technical specification clauses 615,710,and 1204.3.11.incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)
Pointing on stone masonry walls with cement mortar (1:3) as per drawings and MORD technical specification clause 613.3 and 1208.4 incl.cost and carriage of all materials with all leads,lifts,loading,unloading and octroi. (Finished work to be measured)
Providing and laying of (1000.mm dia.) reinforced cement concrete pipes NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete masonry work in head walls and parapets with a lead of 100km as per clause 1106.but including cost and carriage of pipes from approved source to site of work, with all leads, lifts, handling, rehandling, loading, unloading and octori.(Finished work to be measured.)
Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), including all carriage of material (available at site) from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.
Box Type Culvert. (02 No's)
Dismantling the existing culvert comprising of cement conctete including T&P, sorting the dismantled material, disposal with all leads and lifts of 1000m as per MORD Technical specification clause 202.
Earth work in excavation for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1 including setting out , construction of shoring & bracing ,removal of stamps and other deleterious matter,dressing of sides and bottom and back filling with approved material in oridnary soil.
Laying First Class Bedding by granular material from local source to site including all leads and lift as per specification MORD clause 1105 a (Rehandling charges only)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-20 nominal mix including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
Providing plain /RCC in grade M25 in sub-structure complete as per drawing and specification clause 800,1205.4 including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in sub structure as per drawing and technical spec. 1002,1005,1010,1202 including all the lifts and leads (100km) from approved source to site
Providing weepholes in plain/reinforced concrete abutment, wing wall , return wall with 100mm dia AC pipe extending through the full width of the surface with slope 1V:20H as per clause 614,709,1204.3.7 including all lead and lift from approved source to site
Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), including all carriage of material (available at site) from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.
Buried Condutes (500mm)
Earth work in excavation for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter , dressing of sides and bottom and back filling with approved material. (Finished work to be measured)
Providing and Laying cement concrete Pipe NP3 (burried condiuts) on first class bedding of granular meterial including fixing collar with cement sand mortar 1:2, excluding excavation, protection works, backfilling, concrete and massonary work in head wall and parapets, including all leads,lifts,loading unloading and cost of pipes.(Finished work to be measured)
Cement Concrete Drain (800 RM)
Earth work in excavation for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Including construction of temporary diversion, loading unloading, complete.(Finished work to be measured)
Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all meterials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)
Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and technical specifications clause 802, 803, 1202 & 1203 including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, complete.)
HILL SIDE DRAIN/CATCH WATER DRAIN
constrction of hill side earthen/kacha drain with the required true to line and grades as per technical specifications clause 1606.1
R.C.C CULVERTS (3 M SPAN, 01 No.)
Earth work in excavation in all classification of soils for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause 305.1.including setting out, construction of shoring and bracing , removal of stamps and other deleterious matter, dressing of sides and bottom and back filling with approved material including construction of temporary diversion (In all classification of soil.)
Providing and laying of stone soling (Granular material) hand packed including all cost and carriage of meterial from approved source to site of work including all leads,lifts,loading,unloading and octori(Finished work to be measured complete).
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specifications clause 802,803,1202 & 1203, (PCC grade M-10). Including cost of form work, and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)
Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and technical specifications clause 802, 803, 1202 & 1203/ including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, complete.)
Providing and laying reinforced cement concrete in structures M-20 Grade nominal mix as per drawing and MORD technical specifications clause 800,1205.4, 1205.5, including cost of form work and carriage of all meterials from approved source to site with all leads,lifts,loading,unloading and octori.(Finished work to be measured complete).
Supplying, fitting and placing HYSD/M.S bar reinforcement(Fe-415) in superstructure complete as per drawing and MORD technical specifications clause 1002,1005,1010 & 1202 including all cost and carriage of meterial with all leads,lifts,loading,unloading and binding of steel. (Finished work to be measured complete).
Providing and laying of stone soling (Granular material) hand packed including all cost and carriage of meterial from approved source to site of work including all leads,lifts,loading,unloading and octori(Rehandling charges only)
Providing,fencing and erecting 50mm dia steel pipe railing in three rows duly painted on medium weight steel channels(ISMC Series) 100mmx50mm, 1.2m high above ground 2m. Center to center, complete as per approved drawings Clause 1706.
Pavement.
Preparation of sub grade by compacting original ground by loosening original ground upto a level of 300mm below the sub grade level by watering to prepare the subgrade at OMC and MDD as per clause MORD 303.5.2
Providing and laying Granular Sub-Base (GSB) of 300mm compacted layers giving soaked C.B.R not less than 20 consisting of sand, murum, stone, or river bed material combination of all & Liquid limit and plasticity limit not more than 25 and 6 respectively of material passing 425 micron seive and gradation conforming as per Table 400.1-A by providing local available material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method, with rotavator at OMC and compacting with smooth wheel roller as per MORD technical Specification clause 401 and 406.3.5 including all cost and carriage of all materials from local available source to site with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured complete)
Providing and laying Wet Mix Macadam (WMM) coarse aggregate for base course having Aggregate Impact Value (AIV) upto 40% (Max) and flankiness Index upto 25% (Max) with gradation varying from 45mm to 600 micron as per Table 400.12 of specification including premixing the material with water at OMC in mechanical mixer (Pug Mill or pan type mixer of concrete batching plant), carriage of mixed material by tipper to site, laying in uniform layers in base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density and Technical Specification Clause 406 including cost and carriage of all materials from approved source (lead 100km) to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per MORD technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)
Providing & laying Bituminous Macadam BM (50 mm) with bitumen viscocity grade- VG 10 and Bitumen content 3.5% of weight of total mix as per Table 500.4 of specification and AIV upto 30% with gradation ranging from 20mm to 0.075mm with hot mix plant using crushed aggregates premixed with bituminous binder, transported to site including all leads,lifts & laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per MORD technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)
Providing, laying and rolling of 20 mm thick OGPC using bitumen with Modified Waste Plastic (weight 6 to 8% of bitumen and size passing 2.36mm seive and retained on 600micron as per SP 98:2013 and clause 512 of MORD) to required line, grade and level including mixing in a suitable Hot Mix plant (HMP) using bitumen (from approved source only -VG10 and viscocity grade as per IRC 111-2009) at 3.96% of weight of aggregate (from boulder source only) obtained from JOB MIX Formula using three wheel 80-100KN Static Roller for compaction including carraige of material from approved source to site.
Providing and laying seal coat sealing voids in bituminous surface laid to specified levels, grade and cross fall Type C by manual means as per technical specification MORD Clause 510
Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20.as per MORD technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete)
MISCELLANEOUS ITEMS:-
Providing and fixing of Typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS will be stove enameled on both sides. Lettering and printing arrows border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint, as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).
Providing and fixing of Citizens' Information Board as per drawing and MORD technical specification Clause 1700.2 (Fig 1/A)
Providing and fixing of PMGSY LOGO Board as per drawing and detail of PMGSY (Fig 1)
Construction of Back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3
Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703.
Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per drawing and technical specification Clause 1704.
Construction of Job pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.4
Providing of parapets of M15 over the retaining walls and blackspots including painting over the surface on all sides with all the carraigeway, lift and as per drawing and technical specification
Painting in two coats on new work with epoxy paint of approved brand on parapit walls including cleaning of dust and traffic control as per drawing Techncial specification clause 1702
Providing and Fixing of CRASH RAILINGS /BARRIER (Stainless steel/Alumunium) for side protection including the applying of reflecting paint (complete Job) as per direction of Engineer incharge at site.
Painting lines, dashes,arrows etc on road in two coats on new work with ready mixed road marking conforming IS164 on bituminous/concrete surface, including cleaning of dust and traffic control as per drawing Technical specification clause 1702
Providing and erecting retro reflective traffic signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over Aluminium sheeting, 2mm thick with area not exceeding .9sqm supported over 2 inch dia GI peipe firmly fixed to ground with foundation of M15 450x450x600mm below ground as per approved classification and clasue 1701
Maintenance for Five Years
1st Year
2nd Year
3rd Year
4th Year
5th Year
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
Rafiq Construction
KHANDAY CONSTRUCTION CO
MIRZ INFRASTRUCTURE BUILDERS
M/S PBS CONSTRUCTIONS
MS Hamdaniya Constructions
LATEEF aHMAD lONE
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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