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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹1.6 L (0.86%)Admitted-Finance | ₹1.9 Cr+₹1.6 L (0.86%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹7.0 L (3.78%)Admitted-Finance | ₹1.9 Cr+₹7.0 L (3.78%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-responcive |
| Sl No | Description | Qty | Unit | CROWN CONSTRUCTIONS L1 | Valley Road Construction Co L2 | hamdania constructions L3 |
|---|---|---|---|---|---|---|
| 1.00(A)……SITE CLEARANCE | ||||||
| 2.00 | Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 30cm girth upto and including 60 cm girth | 70 | Nos | - | - | - |
| 3.00 | Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 60 cm girth upto and including 120 cm girth | 42 | Nos | - | - | - |
| 4.00 | Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 120cm girth upto and including 180 cm girth | 11 | Nos | - | - | - |
| 5.00(B)……Pavements | ||||||
| 6.00 | Preparation of sub grade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth upto 50mtr | 2,265 | Sqm | - | - | - |
| 7.00 | Supply and filling of Stone Soling (Quarry) including leveling dressing, ramming watering and consolidation with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. | 3,147.75 | cum | - | - | - |
| 8.00 | Supplying and stacking of graded stone aggregate at site of size including all carriage involved complete.63-45mm size (quarry Woyen). | 1,362.17 | cum | - | - | - |
| 9.00 | Supplying and stacking of stone screenings, chippings at site including all carriage involved complete. 13.2mm nominal size (Type-A) | 201.62 | cum | - | - | - |
| 10.00 | Supplying and stacking of moorum (stone dust) at site including all carriage involved complete. | 94.35 | cum | - | - | - |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
25 Sept 2020, 4:00 pmClosed
Executive Engineer RnB Division Pulwama
Executive Engineer RnB Division Pulwama
Strengthening/ Upgradation of road from main road to Wuyen to Shalwane via Kongwari coloney Pampore by way of construction cc drain, P/Wall, P/L of WBM Grade-II, 50 mm thick bitumious macadam, 25 mm thick semdidense with 6 mm seal coat.
2020_PWDJK_103453_1
118 /EEP/2020-21/ 4209-19 Dt02.09.2020
Open Tender
Civil Works
Item Rate
365 days
Wuyan Pulwama
as per nit conditions
17 documents required · 17 mandatory
₹5,500
Executive Engineer RnB Division Pulwama
₹4.9 L
Superintending Engineer RnB circle Pulwama_Shopian
9 Oct 2020
3 Sept 2020
26 Sept 2020
4 Sept 2020
25 Sept 2020
6 Sept 2020
5 Sept 2020
Amount
(A)……SITE CLEARANCE
Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 30cm girth upto and including 60 cm girth
Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 60 cm girth upto and including 120 cm girth
Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 120cm girth upto and including 180 cm girth
(B)……Pavements
Preparation of sub grade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth upto 50mtr
Supply and filling of Stone Soling (Quarry) including leveling dressing, ramming watering and consolidation with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete.
Supplying and stacking of graded stone aggregate at site of size including all carriage involved complete.63-45mm size (quarry Woyen).
Supplying and stacking of stone screenings, chippings at site including all carriage involved complete. 13.2mm nominal size (Type-A)
Supplying and stacking of moorum (stone dust) at site including all carriage involved complete.
Laying Water bound macadam with specified Stone aggregate, stone screenings and binding material incl. screenings, sorting, spreading to template and consolidation with Power Road Roller of 8-10 ton capacity etc. complete (Payment for Stone aggregate, screening Kankar, moorum and red bajri etc. to be made separately) Base Course with 63-45mm size incl. stone screening 13.2mm size.
Providing, laying, spreading and compacting graded stone spacified grading to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site for all leads and lifts laying in uniform layers with mechanical paver finisher sub-base/base course and well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired density (clause 406 of MORTH Specifications)
Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen with spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road the existing road surface to remove all dirt dust, mud etc finally bromming. (Clause 503 of MoRTH Specification).WBM surface @ 0.75 Kg/Sqm
Providing and laying bituminous macadam 50 mm compacted thick with 100-120 TPH Hot Mix Plant producing an averrage output of 75 tonnes per hour base course with stone agg.of quality size and grading as specified in CPWD specifications and straight run bitumen of grade VG-10 @ 3.3% by weight of total mix including Hot mixing of stone agg. and bitumen in Hot mix plant, transporting mixed material and laying mixed with paver finisher to the required level and grade, rolling with road roller of 8-10 ton capacity to achieve the required compaction and density as per cluse 501.6 and 501.7 (50mm compacted thickness complete) including cost and carriage of all materials involved. (Clause 504 of MORTH Specifications)
Providing, laying 25mm thick (compacted) semidense bituminous concrete using mineral agg. satisfying the gradation set out in specifications with 5% binder content (by weight of total mix) bitumen of grade VG-10 with the aid of Hot mix plant and paver finisher including rolling with 8-10 Ton capacity to achieve the required compaction and density including cost and carriage of all materials involved.(Clause 508 of MoRTH Specification)
Providing and laying 6mm thick seal coat of premixed fine aggregate (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs of bitumen of grade VG-10 bitumen per cum of fine aggregate (0.768 Kg of bitumen/Sqm) and 0.60 cum of fine aggregate per 100 sqm of road surface incl. rolling and finishing complete including cost and carriage of all materials involved.(Clause 513 of MoRTH Specification)
Supply and filling of Khak Bajri including ramming, dressing, watering and consolidation with Power Road Roller (8-10 Tonne to regquired gradient and camber including all carriages with loading, un-loading, stacking etc.
(C)… laying of RCC Pipe culverts
Construction of unlined surface drain of average cross-sectional area of 0.40 sqm in all sorts of soils as per TS(in ordinary rock by mechanical means). Unlined Kucha drain
Providing and laying of 24" Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete
Providing and laying of 18" Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (Not exceeding 1.5 Mtr in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated material as directed (all kinds of soil)
Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:3:6 (1cement: 3 fine sand: 6 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloaging and stacking complete.
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:2:4 (1cement: 2 fine sand: 4 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloaging and stacking complete.
Providing and laying in postion spacified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement All work upto required level 1:1.5:3 (1cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloaging and stacking complete.
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, walls etc. for mass concrete.
Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs landings, balconies and acess platform.
15mm Cement Plaster of mix: 1:4(1 cement:4 fine sand) Including carriage of all materials involved with loading unloading and stacking complete.
Supply and filling of RBM of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete.
Reinforcement for R.C.C work including straightening cutting, bending placing in position and binding all complete. Thermo-Mechanically Treated bars.Including carriage of all materials involved with loading unloaging and stacking complete.
(D)……….Protection works
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (Not exceeding 1.5 Mtr in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated material as directed (all kinds of soil) including diverting of Nallah and dewatering of trench during execution of work
Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:3:6 (1cement: 3 fine sand: 6 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.
Random rubble messonery with hard stones from quarry in foundation in plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone Agg 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials involved with loading unloading and stacking complete.
Dry random rubble masory with hard stone in foundation and plinth: using quarry stone with bond stone including carriage of stones from Athwajan with loading unloading and stacking complete
Providing and laying in postion spacified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement All work upto required level 1:1.5:3 (1cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloaging and stacking complete.
Supply and filling of RBM of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete.
Valley Road Construction Co
hamdania constructions
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